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HomeMy WebLinkAboutPalm Desert Administration Facility_1 -_ " I I ­ - I , , ,­ "fif",-,I �___.___ _L�_ ---- - I �,�_-------- 11 11 �, " 11 -I I M_,�,�,T��, I �, -*k . , � 7. I 11 I I I I __ __ -- - I I __­� - _-.1.11.111".....1.1. I I I I ,, I e�­--1 V_ __1 � . I .( I I ­ 1­-,�, �� ?­. 11" ,�_ �, Wz��.1 6 -I�', - ,­­_ --� *�__ , ___ � - ­ I -,F — _�- ,v I ­ I 1- - -_ �,­ , �, I-- -. '. - - — I � I I , I., I__N7__!1i__.__ 11 ... I' ." , � ;� '. , I �.I— i I __Ir ­ I � .1—,- - ��'­' "-___-f, "'� ( � I— , I -- --- ­­ -.." V -�,Yl�11,*'.�O*'11"'A,�, ­ ,- I .I � - I, _, � I . . �1 ,, .1 � I I " :,.�- 1� I -1 I ,,,, I I �`I,. - I ), ��. , " � � _� I ,'Ir �:, - �" ;10 - Af � ,4 1 " , � - I I 1 � � , ,;, ,>, - 1, ,� I. - -1 I -,),., 1.11,_. ,.— - --_�-- I I I I I ,, Ic ,)� � . I � - I �� �. ,- ­,-� �� , � ,,, I I I , , I I � t I , I I � 11 I I - - I I - I I - , 40, � � - i 11 � A I i I I , — : � , � � .4,,Ot�,� , , " . . I-.11 . ,I �. . i - � I . .1-..0, ,, I . 1� � 1--l-, ,qf I ,. I . N I A , . , ­­, 1__.� `1 I I _,; . "� !� , ; I - . I - - " . " - 1)4 , I I �V � � I,, � , . I ­_ - I . 11-1� . I,- I 1. 'I, � I . ,,I',_ I I,�1'11- ­1 ,;,J��, I "'T ,T'�- , - ,X �, I I - , � � I \ � I . I � I I � -11 � ,, I N I . I ."I 1- - 00�, ,�� ,I lk�"_ �I I . ",I- lr,L_ . , _? � , I I . , 4, 1 1 1 , 11 i I-� , ,-,I, GENEmoh"AL N i I ,�, 1 . �f' I "l �,�� I I I ��', ,;, I 1 � 1 , .�� L:,�­, �P � ,_ %, - T 1. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY 9. DEFERRED APPROVAL ITEMS: 1 1. POWDER DRIVEN CONCRETE FASTENERS: : - — - - -_ I", - __1 - X� - � �: ;_�,, \N �, � I` COMPONENTS FOR CONSTRUCTION SAFETY. 41 1% - ' I ?I I ,,, , ­ I � . I 111 I I � ,, '11, A. GENERAL: USE OF POWDER DRIVEN CONCRETE - , . I I -1 "I INSTALLATION OF DEFERRED APPROVAL ITEMS SHALL NOT I "I I I �*, - I"I 1 2. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND BE STARTED UNTIL DETAILED PLANS, SPECIFICATIONS, AND FASTENERS FOR TENSION LOADS IS LIMITED TO low C14 I',' 11,� , ,;. �11 - CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND SUPPORT OF MINOR LOADS LIKE ACOUSTICAL CEILINGS, ,­_, . . - .14 1, - I EXCAVATING AND TRENCHING ON THIS SITE TO AVOID — IGNED BY THE ARCHITECT OR ENGINEER IN GENERAL DUCT WORK,_CONDUIT, I - %, ��_'Allli' - I'll � - _% _ - - - - �� � ,. . 11­.,� _11"� -_ � I I � c INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE RESPONSIBLE CHARGE OF DESIGN AND SIGNED BY A . V� - I � THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL B. ALLOWABLE LOADS: IN GENERAL, LOADS SHOULD BE � 1 ,11, 11 CALIFORNIA REGISTERED ARCHITECT OR PROFESSIONAL I I 11 j 11 �*" _� - � . - � LIMITED TO LESS THAN 1 00 POUNDS. HOWEVER, . � t ,�,,-�,,, ,,'..,.,�,%i� 17, . I ,x,�, I 4 EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND ENGINEER WHO HAS BEEN DELEGATED RESPONSIBILITY I . 1 I je'.'..Aw"­._o�,�,,- ",,,�,�,'z,-:-V� �" '� I 4 11-_��, _,,,, TO PROTECT THEM FROM DAMAGE. THE ARCHITECT IS NOT GREATER LOADS MAY BE PERMITTED FOR SPECIAL . ,J���*11' - ", ,,�, � i_ - , I .. ;��,." �` , �', i, - . , ,,, � COVERING THE WORK SHOWN ON A PARTICULAR PLAN OR � "I I - ,� , RESPONSIBLE FOR THE LOCATION OF UNDERGROUND CASES WHEN APPROVED BY THE CHECKING I I­�,��I,z �1-..:, 11 11 I : I � -1 I , . � I �, X", SPECIFICATION AND APPROVED BY THE CITY OF PALM . 4'' � . A- UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR ;,,:,, SUPERVISOR OR FIELD ENGINEER. I ., �.- DESERT. ­ , DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE ,�i` — - AAAC&O CVCAmwvL=-- __ __ CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT V- ___ C. TESTING: THE OPERATOR, TOOL, AND FASTENER SHALL OWNER CIVIL ENGINEER MECH/ ELEC/ PLUMB ENGINEER 17 11 _ � - __ . �� DEFFERED APPROVAL ITEMS SHALL BE SUBMITTED FOR BE PREQUALIFIED BY THE PROJECT INSPECTOR. HE THE COACHELLA VALLEY WATER DISTRICT RICK ENGINEERING COMPANY I It-, �! SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. GLUMAC 4 t", SOLMEMN CAJ"OR�" i I REVIEW NO LATER THAN 60 DAYS AFTER THE NOTICE TO SHALL OBSERVE THE TESTING OF THE FIRST 1 0 85-995 AVENUE 52, P.O. BOX 1058 1223 UNIVERSITY AVE, SUITE 240 1 i I I THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR 71 16735 VON KARMAN AVE, SUITE 250 I : , � I REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED PROCEED. '101, I FASTENER INSTALLATIONS. A TEST "PULL-OUT" LOAD OF COACHELLA, CA 92236 RIVERSIDE, CA 92507-3418 IRVINE, CA 92606-4960 10 FVV 1A Virginia Dam Tower , .1.1�"14. I'll, ) 70470 Foothill Boulevard ,�,­ 1 47.1 1 '' - , ,� �17�;,',',I BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF il,',� I , NOT LESS THAN TWICE THE DESIGN LOAD, OR 200 PHONE: (760) 398-2661 PHONE: (951)782-0707 . PHONE: (949) 833-8190 y , I ; 1�', ; . N -,", 'I, DEFERRED APPROVAL ITEMS FOR THIS PROJECT ARE THE POUNDS, WHICHEVER IS GREATER SHALL BE APPLIED TO FAX: (760) 391-9637 FAX: (951) 782-0723 FAX: (949) 833-0252 i V, Rancho Cucamonga � 1'�l THIS WORK. I.'li, �, r�, . I � � ,�;,4,� ��11 ."'14,1'r �,,�� I I I ­1�I - I �� 1. CWX , - FOLLOWING ITEMS: I THE PIN IN SUCH A MANNER AS NOT TO RESIST THE I �...11",`��` I ��, fifomic 97730-3754 ,� .. ,� I � I I �, _1�1� . FRANK SINATRA DR 1� , %� �, I j,:"��.'� SPALLING TENDENCY OF THE CONCRETE AROUND THE �111'01��i._,�', I — ill 1. �,I �, 3. - THESE DOCUMENTS AND THE IDEAS AND DESIGNS "I'll 1,,%�4 1. . I-: ). fel: 900-'987-0909 ] INCORPORATED HEREIN, AS AN INSTRUMENT OF A. AUTOMATIC FIRE SPRINKLER SYSTEM PIN. THEREAFTER, RANDOM TESTS UNDER THE PROJECT CONSTRUCTION MANAGER . LANSDSCAPE ARCHITECT AUDIO/VISUAL DESIGNER (n _1­1 I I B. AUTOMATIC FIRE ALARM SYSTEM INSPECTOR'S SUPERVISION SHALL BE MADE OF , - 909-980-9980 1 i PROFESSIONAL SERVICE, ARE THE PROPERTY OF WLC C.W. DRIVER CONTRACTORS RJM DESIGN GROUP, INC. VIDIFLO, LLC I "", ��11 y fax. � ARCHITECTS, INC., AND ARE NOT TO BE USED, IN WHOLE OR C. PREFAB LIGHT GAUGE TRUSSES APPROXIMATELY 1 IN 1 0 PINS, EXCEPT THAT WHEN THE ".1::: . � " , , I - � I 1 4200 CONCOURS DRIVE, SUITE 350 31591 CAMINO CAPISTRANO 5318 E. 2ND ST. #576 1 I'll, 8 . .11 ,.�': . I I I I � . I -Y 11, , I I I . AUTHORIZATION OF WLC ARCHITECTS, INC. D. EVACUATION PLAN I I I DESIGN LOAD EXCEEDS 1 00 POUNDS, ONE HALF OF THE ONTARIO, CA 91764 SAN JUAN CAPISTRANO, CA 92675 LONG BEACH, CA 90803-5354 ,,: � ,� I I I'll, I I - - 11 . 1, _�-11 I� . 1��, COUNTRY CLUB DR % -Nt- I :: I � . _ � 11 � 11 I I � � I I ��I_-,�-�'.I ��,!.�i?' , PINS SHALL BE TESTED. SHOULD FAILURE OCCUR ON PHONE: (909) 483-3104 PHONE: (949) 493-2600 PHONE: (562) 743-3499 1 ":.. . , I I � I . 11 I ,I!L4�&_"., , . . I I I I �' "I I... ;�, ,,�� & r,r" 1 4. THE WORK SHOWN ON THESE DRAWINGS AS EXISTING THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL ANY PIN TESTED, ALL INSTALLATIONS MUST BE TESTED FAX: (909) 483-3014 FAX: (949) 493-2690 r , I � � � .. I F I I . I I . I I � CONDITIONS WAS PREPARED FROM INFORMATION DEFERRED APPROVAL ITEMS TO THE APPROVING AGENCY AND UNFAIR PINS REPLACED. i7l`�-0 ,� -1- 1 I . � 1. I �t_,:�, I , , � ., I I 1 � "I ." . *A' E)? " I ! ­', ; tv, �j ,I" 11 I , I �' -, ­ ,- I I- I FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS AND OBTAINING SUCH APPROVAL AS NECESSARY FROM , ' " . `,!,�� I� . z � I �,�_ tl� . ,. , I BELIEVED TO BE RELIABLE, WLC ARCHITECTS, INC. IS NOT SUCH APPROVING AGENCY. OBTAIN ALL AGENCY APPROVALS D. ALL POWDER DRIVEN CONCRETE FASTENERS SHALL BE 1�� I 1 i�­,.I r I ,, 'O" � �. I I I I 11 �, HOVELY LN E R I I I . I i 11141�17' I - .. � I CT ,,� , � 11 I 0 -, RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY IN A TIMELY MANNER SO THAT THE CONSTRUCTION ONE OF THE FOLLOWING: . ARCHITE � STRUCTURAL ENGINEER ACOUSTICAL CONSULTANT ";r ,',,,.,­', I � � - . :_��� _'.. z . � ,.,;;" � - "I � WORK SHOWN AS EXISTING NOR IS WLC ARCHITECTS, INC. SCHEDULE WILL NOT BE AFFECTED. WLC ARCHIfLOTS, INC. R.M. BYRD AND ASSOCIATES, INC. MCKAY CONANT HOOVER, INC " X I -- , ������. . � V) . I I I RESPONSIBLE FOR ANY ERROR� OR OMISSIONS WHICH MAY - I I 1. HILTI, INC. 10470 FOOTHILL BLVD,TOWER SUITE . 537 NORTH EUCLID AVE. 5655 LINDERO CANYON RD, SUITE 325 � � < � I 11�1 1 3: 1 ''I �0 ,I �', X-DNI PINS - WOOD PLATE - ICC/ES NO. 1290 RANCHO CUCAMONGA, CA 91730 ONTARIO, CA 91762 11 �, 1 � HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A I WESTLAKE VILLAGE, CA 91362 z HOVELY LN E .41 1 ,� 11 RESULT. . �1 � I 10. PROOF LOAD TESTS FOR EXPANSION TYPE ANCHOR BOLTS: X-DNI PINS - STEEL TRACK - ICC/ES NO. 2388 PHONE: (909) 987-0909 PHONE: (909)983-5599 PHONE: (818) 991-9300 . I I.-: 0 1 . 11 ,I- .i U) ,'I 1 41 "I. : � 1: - () 11 " 1 '� I ,-T f'-� � ,�� __ __ FAX: (909) 980-9980 FAX: (909) 983-4456 FAX: (818) 991-2324 ,It � y < I t- �1, I . ,. S I%.,/ . ).� " , I � A I A. ANCHOR DIAMETER REFERS TO THE'THREAD SIZE FOR T- ­ ,0, DI 5. EACH BIDDER SHALL POSSESS AT THE TIME OF BID A CLASS 2. ITW RAMSET/REDHEAD � , 0 W ,� I I ' 'I-, . � 00 SITE 11 "I - I THE WEDGE CATE A"-_� i�_,. . 4, I I 0 I.-, -- �, I GORY AND TO THE ANCHOR OUTSIDE ; I", "Op"', 0 ..��� ­111 1. 1,......�- DRIVE PIN - WOOD PLATE - ICC/ES NO. 1147 13 ���4 1, , � ,�'?,��;� I . B OR THE APPROPRIATE CLASS C CONTRACTOR'S LICENSE � ' I' ll ,` :,4 1. , ",I �, �` � - " DIAMETER FOR THE SLEEVE CATEGORY. DRIVE PIN - STEEL TRACK - ICC/ES NO. 1639 41 I I , - :�, � I � I r ,11 I , �. I I 1,I PURSUANT TO PUBLIC CONTRACT CODE SECTION 3300 AND ,�i�;11­��, ,� . 1� I " '.�� '� 4" %`� " . 1�� I � " , � I : 1'4� . I , - , 1, I : i � BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE B. APPLY PROOF TEST LOADS TO WEDGE & SLEEVE 12. SPECIFICATIONS FOR AUTOMATIC END WELDED STUDS . A" I '*�", I - ­- , I "I 7 I FRED WARING DR. I I SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE ANCHORS WITHOUT REMOVING THE NUT IF POSSIBLE. � I . I - THROUGHOUT THE DURATION OFTHIS CONTRACT. IF NOT, REMOVE NUT AND INSTALL A THREADED A. MATERIAL: AUTOMATIC END WELDED STUDS SHALL BE ��! � . . N ,, I i I I I �, � COUPLER TO THE SAME TIGHTNESS OF THE ORIGINAL NELSON GRANULAR FLUX-FILLED SHEAR CONNECTOR OR �, . '11 , * ,, _! I " " _t" ­� 11 -, ��I ,. ( - I .1 ,-:1 I . 11 I I ", '_ 11 I'� I I � I _. � I Ill: . I 1 6. FIRE SAFETY DURING CONSTRUCTION . NUT USING A TORQUE WRENCH AND APPLY LOAD. ANCHOR STUDS (OR APPROVED EQUAL). STUDS SHALL , _- �-,, � �� I � I �.I . . 1�. ­1 4; ­',-�.," - .1 I BE MANUFACTURED OF G-1015 COLD ROLLED STEEL WHICH W. ,:', IIIIIIIIIIIIIIIIIIII : . 1 77 � 1, — - � - 11 � -, ­ -_ C. FOR SLEEVE INTERNALL I Y T-HREADED CATEGORIES, CONFORMS TO ASTM Al 08. - .. - ' ' �_�­1 -1; 11 - I , 16 11 i - �p � I � I �, �. . I i A. GENERAL: FIRE SAFETY DURING CONSTRUCTION 1 � I 0�10J I SHALL COMPLY WITH CALIFORNIA FIRE CODE (CFC) VERIFY THAT THE ANCHOR IS NOT PREVENTED FROM . �' ` :�v ­�I � o, I 111111111111IIIIIIIIIIIIII . '�' I I WITHDRAWING BY A BASEPLATE OR OTHER FIXTURES. B. INSTALLATION: THE STUDS SHALL BE AUTOMATICALLY 1111�i � 1*11 I CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, 1 ��", I I PART 9, ARTICLE 9 AND ARTICLE 87. IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR REMOVE END WELDED IN ACCORDANCE WITH THE - , ..PROJECT TEAM . VICINITY MAP 0 I FIXTURE(S) PRIOR TO TESTING. MANUFACTURER'S RECOMMENDATIONS IN SUCH A MANNER I 1�,�, , . __� . � .. AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF )"� I �,,, .. �_ I �� I . - � - . ­ I B. ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS I� I " . < 0 , . D. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED THE STUD AND THE PLATE. THERE SHOULD BE NO POROSITY III C1 TY OF PALM DESERT 11 SHALL BE ESTABLISHED AND MAINTAINED IN I . LL I I ACCORDANCE WITH ARTICLE 9, SECTION 902. CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE OR EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED " � AppROVED - DEPARTMENT OF I , I M � ANCHOR IS NOT RESTRAINED FROM WITHDRAWING BY END OF THE STUD AND THE PLATE. THE STUD SHALL � n CKAGE COMMUNITY DEVELOPMENT �i THE FIXTURE(S). DECREASE IN LENGTH DURING WELDING APPROXIMATELY i FINAL LANDSCAPE I L.� F_ � i"� I 001101901rr,17 %-l", , C. WATER SUPPLY: WATER MAINS AND HYDRANTS I " . _ ­­,;­,,;,Z�, ArPROVED BY. '." z � I ,,�%, ,�, ", ! 1/8" FOR 5/8" AND UNDER,AND 3/16" FOR OVER 5/8" ,/­/ D P. . U) I I 1� �,,,;�­/­7­'w ,--, 13 C.C.RES.NO� 1,7, _,�/, / ,,,f 'r�, ,�­ ",/ , ; " _! , ,� , - SHALL BE OPERATIONAL IN ACCORDANCE WITH � /_0 �, - _ STAFF LETTER �, I 1/4 11111L . 0 P.C. RES.No, i E. TEST EQUIPMENT IS TO BE CALIBRATED BY AN DIAMETER. WELDING SHALL BE DONE ONLY BY QUALIFIED """ I I , , '11, """'A"W"K, 41 , _ E3 RC ACMNI FORM ARTICLE 9,SECTION 903. ­-.01-.......... � 13�s 0 FM WELDERS APPROVED BY THE WELDING INSPECTOR. 1111-11111"', I � APPROVED TESTING LABORATORY IN ACCORDANCE WITH . 0 j, ,,,, , , LANDSCM ) 11111111111111111111111111111111 II-_ ,�' I I ' 'I i : I 1�m (J) C) X I 01�* I " , I I I ,;, W 1­�,4,'�,`�4, ­­�,— , 4�, , '' � . �, IV , , , , ,�`­­, D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE STANDARD RECOGNIZED PROCEDURES. " I 'll . 0/0"r 1, i0rz,111, sy_.:!�­ , :, I I , 1___1 mr-111 1i: ;� , , 21,- I __�,;��­',',',­ - . I ,. I I ;--�_, � - -77--41111111111111111110 - 11 .. I I 'll . 11 ow".1" '�. C. INSPECTION AND TESTS: INSPECTION, IN ACCORDANCE I . 11 I _11�....1. _ _,_�� \ () � I, < co . I . . 11. - I I - ___ I I I � 1 .1111, ' ""I"1111111111111111111111111110- I ! I , N � PURPOSE OF FIREFIGHTING SHALL BE PROVIDED. F. THE FOLLOWING CRITERIA APPLY FOR THE WITH TITLE 24, PART 2, SECTION 2231 A.3 AND 2231 A.5 ALL -1-1-1, I-I__. I� I�, .1 I I - .1 - I SO CONSTRUCTION SHALL COMMENCE WITHIN W � ,"I - , I I I I ; . CONSTRUCTION MATERIAL SHALL NOT BLOCK I � I"' . I I ONE YEAR OFTHIS APPRO I I I�,-I,--,---,— 1, .- I ` , /� I � 1. 11 I I OV L I 1�< LJJ �_ I 1�`1'1121/1'&­ . .1 11 I I , �_',I ,,,,, .. I �I � I ' ll , ' ' I r ­ ,��,�,,,,,,�"/""/""",/�,,, , Uftal - , ACCEPTANCE OF INSTALLED ANCHORS: THE SHOP AND FIELD WELDING OPERATIONS FOR THE _ I MIZI /:1! ," N 11 ­ '' I'll' ' "' , ,,,, I ... i ACCESS TO BUILDINGS, HYDRANTS OR FIRE I I I 11 � ,/'m.,t"/'_' I I . , I I -_ ___ - I . I . .�_., I 1111111,11),11111,01,111114ft, /W10rJ d� � A/t25'C_f)C;�r I . -, 11 11;�C� I I , - ,4,,'K,/g,',,�'��­�,,�� I I 11 _______7 , I �11­ ­__ , " "III, I'll", I UJ a) 1 1 11 , ­.._��,_ I' ll, "!!`!!!!11111111111111111IIIIIIii; 11 %,� I. . . AUTOMATIC END WELDED STUDS SHALL BE MADE BY A 11 I .1.111,11, /z, t,I _< I I "" /Z11/1"11111111111111111111011111"; , APPLIANCES. ''I __ --- * I T ,`_�, " - 11 , I I -.1--l- I ___1 ;:L I I . 1,11.....,I ,7 7 r��1 011A MR, I I , _� I I .... - I 11 I B "I �'� , 1,1­1__11.1'_�, , L 1. I I'll I'll, I I ., , I I I " � I i , " I ""A 11..... , i�'1'11 � ­/ '',/0", , �_, I", _', I ! ' ' I 11 11 I/ , " , ­W��_/ ­ "I"W" " - , " , , q ",'" z < ; 1. HYDRAULIC RAM METHOD: THE ANCHOR SHOULD QUALIFIED WELDING INSPECTOR (APPROVED BY THE CITY " � - 11 I IT , " "I", I I I , � �/',"'_�',,�:�,,,, � /,/ __�./,z ��_/ 2 "�, I " "/, ,�,,'/,//1" I , , ' 'I ''I I I I 1 -/ " I ��",/ " in',g, -1 , " ' %ME 11 , , - ''I 11 "I" ,, " �,�� "", .- .1 - i ,,/ """/��",/,�/,/"",,��/���,','��, , OF PALM DESERT). THE TYPE AND CAPACITY OF THE ' ' I I . 11 I J, " , , I - "/ //�""//",/,/,/""/,, � � - " - --,- , , 'W­-', I PIP, ��� HAVE NO OBSERVABLE MOVEMENT AT THE , "" ,,, �:,,,,,, � .", , �_ - ", �: "" , I _,'� ",`­�, ��,' , ,,,, " ,,, . "I " - , I � 1 �,;,,,�',,, " , 11 " " I ',��, R I I I �­ /� 1 E. ", I I " I I 11 1� _]F! - 11 1,,,,,�",;'­­/_�,-,,, ,,, _� " I ��: 11 11 I _____"AXWW1/P/ ­ - .0411—.", 1/1411 � I 1, 1: - ­1 -­I , < 0 , ... I: I — . , *� w,w , _72 ALTERATIONS OF BUILDINGS: SHALL COMPLY WITH , '' �,�""141'111�1111�. `� . , 77' ' ,, -._.�_-,��;__-,;,__-, _.,,�­,�,,� =!�,---�"- 00% I APPLICABLE TEST LOAD. FOR WEDGE AND SLEEVE WELDING EQUIPMENT SHALL BE IN ACCORDANCE WITH THE ''I I I I 1� . 11 "e,6";"T." !i7l'117_�_ - �, 111.11 ., _1W __ APPLICABLE PROVISIONS OF ARTICLE 87, SECTIONS 11 I—— I I ,� - I _ _*_0 I'll __.... I > I I I I I I WISMA 0_0 - .� � 1, 11 I I : i : _�,__ _J � I I � ­-, . . TYPE ANCHORS, A PRACTICAL WAY TO DETERMINE MANUFACTURIER'S RECOMMENDATIONS AND SHALL BE . I .11 I I I— I 1; - � .,_� . I o_L'__"___,,,- 11 . ,�,%J 10 8704 AND 8705. 1 . "'A41 "', � / �, " /,� ____­.- , UJ , , "I ­" , I , , 11 ­ I'll", , : �,,, "' ' ­_"� , � A, OBSERVABLE MOVEMENT IS THAT THE WASHER CHECKED AND APPROVED BY A WELDING INSPECTOR. 111 I ,� 1� I 11­Wmw"%"**Nmi�� I ,�� " ", / ­,­ � � ........_­­­.-1 ____1_111�_. ........_".": '�_ "I ,_,�4, I I ''I 11 "":. .... I "I'll", �11 , �,r,,,,rs?, ,,, -­ 11 -I,----,---- _1....�,7.",_­:7`-­, ,_,�, _'�, --V , , ­­ I :....— 11 ..",I . I I- �_11�, � .............. , -,�1111 I ,,, - I _i _1111"A -- "I ­1 � :11,� all 11 I "" I,'"', � I � � I , ,�,-� r­ : 4- , �', a .03 a, >_ mi � ,��,,,,,,�5,_ " � I ,;p " . . I ;/q, ", :1 , " . -.."A.. a - t � . � F. UNDER THE NUT BECOMES LOOSE. DROP IN � 11 r � � .11 I � 1 , I I , ", 1_��11� 11 ----.,-,",-,,."--,�,---.,.""�-", ­ Ir I I 11 "I-,�_ � ," ',',/-�/' -" , -11-1,W- DEMOLITION OF BUILDINGS: SHALL COMPLY WITH I .1 11 I . � /.'� "�",' , _,, ­­' 1­1 ,;___"J,� "' 1 ­11, 11,111 , .........._­_­_._.­_.111_1_­ I 11 Z W I , I ", - ", I ANCHORS ARE ONLY TO BE TESTED WITH THIS AT THE BEGINNING OF EACH DAY'S WORK, A MINIMUM OF I i 14 I 11 I 11 - , , - ''I ­11-1 mi 11_­_,­__ I 1 : , 11 .1. --- , I - ,"111...!;1­.­.­­ I- - , —�--l-�,�,�-,--.�,�--,--�,----�,� W ­ � ''I 1.1111- ,,�­,, - - - ­ ­1 , ­�­"­`/`­ , � , `­ I I'll, -%V-. -�� - 77-�i � .J 11 ARTICLE 87, SECTION 8706 AND APPLICABLE PROVISIONS � I I , /4,7,,, J, , -� " "" I I �,-,; __,- I �, p, _,,,-,*j,y,,rA7 ,­,� , . IIIIIIIIIIIIIIIIIIIIII , I �� �­,­'­-_!�­'. ; , ,a'­,A;;,'s1'' r- 1. ----- . - `­, -­-F-0��-_�, ,W­ -, I- -1 : " I ; I � " "�'i�, , ","'v" _i� I I � � .0 - . 11-111,111- 1�111 ; 1, , 11 " __ 11 < � ,� METHOD. TWO TEST STUD WELDS SHALL BE MADE WITH THE , "'?, I '�­­1,.11­'.,..L__.L.........�__­ , , , , _f, .1 1- , , .,4� -... �,i , , ,, ""'i".7,777", - , .."',_­', I I �"��=,� � :.6,I - . 11 ..........�_,___ .1- i 1, I - M 11�� OF SECTIONS 8704 AND 8705. - ­.­1111_�'_._ ',­�­ -"":r _",__�,-,,':�...... j'___,- I ",... ', I U) ���"­_, ':._­�, �_-:,�__-, ,,, , , , ; , I ,-,,,,,,,,,�,�.�,�.,,,�,,,��,�.,,,, '!­�,�,­:­_ , I I M7 , �/ -Ill, � > > � EQUIPMENT TO BE USED TO METAL WHICH IS THE SAME AS I r, �. , , ,. , � -1-1 ' 'I", �, " - 14 ".". I I I - I I �­ 1.11, 11 4 - , , . �-,�,�,��- 'I" " �'1114 - -­ I , 'P, , A 1 1 11­�­,1�11, � 1'�._ , , i � , � , , � " " - �11', ,,,­�,%,� ­1 I 7 . . -1 �' f� '__ .___-_ �111 ,��_""" 2 I ,0� , ! , __ I ­1�111...�­'­­� ,,,, . I . ......I., ,:,� , ' ' ----,-,--.--� - 't, I� 1�11 -, V __ I - > 11 , " ­,.�­­ ;,"'_��_,_,_ ,,,, ",",,�, Z.-= 1 ­­­­-­­ _...__­�_,­...!, ­,�_7_­ 11'.._�.........�........ 111�� . ,�,'_'_.,_,,.,,:"_,, ­�- t 1, 1,�, I -^.A -0- __ _j , , -� ­­­ ­i­!" 11 14..."e .11,11, ,", 1 " , I'll � 2. TORQUE WRENCH METHOD: THE APPLICABLE TEST THE ACTUAL WORK PIECE. THE TEST STUDS SHALL BE I , , , , r . ,,_', " , , " , I— - .-,.,;/. - " �. , - � ,11 ,................� �,��11--l'-,."-,.,.","�,-,,,,-,,.. " 11­...........__ I-.1 -�!_7,�":"�,,���!., _�,', �,,, :� , ,.M­ 11I W,4 t L , , I " ,!, I I " I , , I . , . , 1. . � . : , D WIRWA , ��%, I I I ,�_�___., , A I I � : I , : , 11 - I ,, 1�1 G. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED B� 1�­­ 1: -..............", �,­­:,1­11,11-11- `_......�_ :,���,1111:�",.,�,��: "�-,.",-,",","'�-,,,,,�,,�,,,�"I"I'l?" � , �­ . - ",,, / i0i . � '. ""- I , "I"', " � . , "" 141-1 � � ��, " ,� �� I , - 4�, 1 � � ,, ,,,,-,,,,,,,.".",�,,,,,,,�,,�,,�,;"-�;�.........�,,_�,_A"',�­­,"ll'-, ;,,,',,,,�,,!..,��""�:,�,."�,,-,�.��:�.",?",,-�,�,',,�":���,'-�',�"".-]�:,.":����-r",-.,.� I - ,�,, r I 11 . , I TORQUE MUST BE REACHED WITHIN THE FOLLOWING � SUBJECTED TO A 900BEND TEST BY STRIKING THEM WITH A 1, ­_',_,__­_ �__ I ­­11.11 , �11,� I �, . I " , , U , ., � , .: , ­­­l ...........,1:::: 11� ! . ! .� I � I , " , " ':.,�, """, "'t"",-1-�: ,­�'_�........i�......L-L, , 1, "'ll,I I ­1 - r " ., I - . ,�­ k 3E I , � , _ � THE BUILDING OFFICIAL AND WHEN EXISTING FIRE ��".11'...".111, .1. ­1111L..­'_� J. - " L'A.-I-" � ;"� 0, I .1 - 1L.�,:��__, _�,,,��,,,�_J, ,,,,�,z_ ,,, : I I � , I, I I .. 11 , ,­;­­ w, .,:- ,'';I , I. I I I I , ­;­" '! .1 1. , � " "' , �, " - r_ .." , , I ; , � "" �- 'r,"'r,"", 'n'",,",;,,4 �:,::­r_ , I , , � , , � , , ­,'".."', � � ,: i --�_,_,­1­1­,.1 . � �­-.,­-i,,"�"""'! I 11111-11— I'll ,I- , I � � � . -,��,.,�-",-�.-,-,,-,'-�,,,,',,�.,,,,,,"! I I / LIMITS. HEAVY HAMMER. AFTER THE ABOVE TEST, THE WELD ­­'I-',"'-'; _­­ -, I ­11 �, �J � ,­­ - �� �,­�,� ,�, . ��y.... ... , _ _ �,_,_� �,­1', ._ �. I I I I -_ - 11 __ -1........1­11..I., 111-1111111.1- I 11-1- �_ . � , , , , ,�,,,,�--��.,-,,�.�,.,'.�:,:.�-,-,�-��.'�'��""�"-,,,, - � I ,, 11-11-1- i I 11, ,,,,,,,, : I : :: ,�, � "'I", ,� , ,", � I /711 ,'�, . I E,-.1":, I ._,�_I_:�;..�, I "I" , - _1111111"..- 11-1 1-11, W-10011 _____1- "I'll, ­­_ ­­_­.­­_ ­�.,­. --I""""", � ­� I -1 t � 11 . 1, �1 ,171:....Ll_,., � � , - ' ' K -4� ,� W ,-.,.-- ...'' I Lo 2 ­�, PROTECTION SYSTEMS ARE SHUT DOWN FOR I'll., L ,,i,': � .. - I "I'll-'r, 1, - , , ­­-­'i, �:_�­� f�'_"�...�__,:�::",_'_ ,,; _i=114 - - , , I I � Al',i� �___." � .1 - �Jolw - I , � SECTION SHALL NOT EXHIBIT ANY TEARING OUT OR ­­­­"',""­__"I���,,__,,_.. ...._­',-- ,,, I � � I 111111v-,&_,", - 11 I . - ,.J � . I 1 7 - _­�­,,�,�­�,­ ��­A­ — � 11-1111111---l- "", — - :: ��7,">'���,,�;;;;;�;;.;--','�;;"":"�����.1l.; �, ,,, _; ,� ......��........ I— ,­1­11;;­_­_,­- I -------........� I � � ,�--jn�,g,�� I _,_,=-�,___,=;==_ ­_­ " " " .. � _ ""'MW,Wu�,,,,---"--"7--"I,-j;��,,�=--�,,-- _­t��f I ­1-—----------­­ �1.-11,"I I I'll......I'— ­1 I " - - , '. � _�, .. I _11= -11��-< -r- .J , , UJ � t _�; ALTERATIONS. FIRE WATCH SHALL REMAIN IN EFFECT 1'___L__L_-_111______ - , - I ., I ;t*;#;n5��,"",�_,"z-, ���,_________ , "V,7- __ ----.. . I I 11. WEDGE OR SLEEVE TYPE: ONE-HALF (1/2) TURN OF CRACKING. ............................ 7 ;.,."_111.11­_1­11_ ; j ____�__.____11 I _­111111-1-11--7- UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE -___-, _-7:== -""'. . __------------Ii-I I rz===__`­ - �� �J�, - _77 THE NUT. ONE-QUARTER (1/4) TURN OF THE NUT FOR 11 ,rr.,� I'':; I !; —IM-1.1. ==7 __ .11 ----- - LID < - 1: 11 I 1,_1 - RETURNED TO SERVICE OR AS ALLOWED BY THE i" , , 1_­_1 I I I �1,11, I � , _::==���­ . I— ,,*�� I ?�. 11 ��. .:�., I I - � - I THE 3/8 INCH SLEEVE ANCHOR ONLY. 13. INSPECTOR OF RECORD REQUIREMENTS _11�1 ,����11:11;:!�;;:i!;;!;.:-=:Z���- I ,�� . I . � ,Lf) a- �1� - , I I !, I ,e BUILDING OFFICIAL. 1. 4, 11 . i`;` - , , 0 i ' ,"". — -_ �: ,_' IN-- , I __ - — - 41 . . � I 11 G. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER A. ONE OR MORE INSPECTORS EMPLOYED BY THE OWNER < L / -1 I , 1, 0 1 7. PENETRATIONS TO FIRE RATED MATERIALS OR ' INSTALLATION OF THE SUBJECT ANCHORS. 21 . ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL 11 4, 1 / � ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 24 1 UJ / MEET THE FOLLOWING REQUIREMENTS PER CBC 11 33B.2.5.2: CITY OF PALM DESERT MUNICIPAL WATER CONSERVATION I — I / � — - - - SHALL BE RESTORED TO EQUAL RATING. FIRE STOP SYSTEMS OF THE CALIFORNIA CODE OF REGULATIONS WILL BE __ I '*A 00% -_ J I '. i -- AS LISTED BY UNDERWRITERS LABORATORIES SHALL BE - H. ALL ANCHOR BOLTS OF THE EXPANSION TYPE (LOADED IN ASSIGNED TO THE WORK. THE INSPECTORS DUTIES ARE I -MENT - ; �', ___1- —1--o � / I - INSTALLED PER FIRE RESISTANCE DIRECTORV. 71RE STOP EITHER PULLOUT OR SHEAR) SHALL HAVE 50 PERCENT A. LATCHING OR LOCKING DOORS IN A PATH OF TRAVEL CODE REQUIREMENTS - CONCEPT STATE � � VJ I � -_ � SPECIFICALLY DEFINED IN SECTION 4-342 OF SAID TITLE � 11111111 i SYSTEMS SHALL BE AS SPECIFIED. OF THE BOLTS (ALTERNATE BOLTS IN ANY GROUP 24, PART 1 AND IN ADDITION SHALL BE AS STIPULATED IN ARE TO BE OPERATED WITH A SINGLE EFFORT BY � . "OFFICE AP .. � � I ui I� ARRANGEMENT ALLOWED BY THE TYPE OF SUBSTRATE LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL BUSINESS SUPPORT CENTER , � = INTERPRETATION OF REGULATION DOCUMENT IR A-8. .�� , ) 8. NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE AND DIAMETER OF BOLT LISTED BELOW UNDER TEST ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO Project Site: Palm Desert Administrative Building Tract or Parcel Nomber: 632-030-003,632-030-036 '� D , . �__.. ... � I I -7�V,-, I STATEMENT (TITLE 24, PART 6): VALUES TABLE) PROOF TESTED IN TENSION TO TWICE THE B. INSPECTOR SHALL BE CERTIFIED AS A CLASS [11 [21 f3l f4l __ PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT CITY OF PALM Project Location: - Palm Desert,Ca I 1.) �� �,4� -_ . I - ;J6� : I ALLOWABLE TENSION LOAD. IF THERE ARE ANY ___ --GRASP OPENING HARDWARE. DESERT BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE PER PALM DESERT 7 1 "I I- " f, . ; INSPECTOR THROUGH THE DIVISION OF THE STATE - , � ,"N ,Im... � � . MUNICIPAL CODE,TITLE 5. - I ,;"' '�� , �,.,�i_, _,,,4-11, �111 ,�, "4"4 "4 -, , �� I THE DESIGN INDICATED HEREIN COMPLIES WITH THE FAILURES, THE IMMEDIATELY ADJACENT BOLTS MUST Landscape Architect/Irrigation Designer/Contractor: Rim/Water Concern .­*4W, - 4 I ��� 2 - ARCHITECT INSPECTOR EXAMINATION PROGRAM. � 11 - � REQUIREMENTS OF THE ENERGY CONSERVATION THEN ALSO BE TESTED. [ TESTING SHALL BE PERFORMED B. IS TO BE CENTERED 30" - 44" ABOVE FINISH FLOOR. 2. ALL CONTRACTORS AND/OR OWNER-BUILDERS MUST SUBMIT A VALID CERTIFICATE Included in this project submittal package are:(Check to indicate completior� ;I I 1�1 1�n r_',,,, i ,�k � INSPECTOR SHALL ALSO BE SPECIFICALLY APPROVED BY I OF WORKER'S COMPENSATION INSURANCE COVERAGE PRIOR TO THE ISSUANCE OF . m0i I �: STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF IN ACCORDANCE WITH TITLE 24, PART 2, SECTION THE CITY OF PALM DESERT FOR THIS PROJECT AT LEAST X 1. Maximum Annual Applied WaterAllow;1wo, . ! REGULATIONS. THE PROPOSED BUILDING(S) WILL BE IN 1923A.3.5.1 22. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED A BUILDING PERMIT PER CALIFORNIA LABOR CODE,SECTION 3700. Convpnti- te—Pe. , ..�.?! I ! � . I � , ,. i 1 0 DAYS PRIOR TO THE START OF ANY WORK FOR THIS "2"1 4'.� < i i COMPLIANCE WITH THEENERGY CONSERVATION STANDARDS 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR -,TJ77 hundred cubic feet/yea T - PROVIDED IT (THEY) IS (ARE) BUILT ACCORDING TO THESE 1. ALL BOLTS MUST HAVE ICC/ES APPROVAL. PROJECT. INTERIOR DOORS, WITH SUCH PUSH OR PULL EFFORT BEING DEPARTMENT OF BUILDING AND SAFETY I 11,11. +Recreational Turtgrass Landscape: NA 100 cubic fe6Vyear - ; I I - 14. ALL WORK SHOWN ON THESE DRAWINGS SHALL COMPLY I Maximum Annual Applied Water Allowaince: .4� 1 am J, - - - DRAWINGS AND SPECIFICATIONS AND PROVIDED ANY FUTURE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE 11 3,377 hundred cubic feet/yea 1_�."' *:1, ,�l IMPROVEMENTS ARE COMPLETED ACCORDING TO THE J. ALL ANCHOR BOLTS OF THE EXPANSION TYPE INSTALLED IN WITH THE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF CENTER PLANE OF SLIDING OR FOLDING DOORS. MAXIMUM 1. LIST REFERENCED CODES ON COVER SHEET OF PLANS " . I t": "11,1_1 \A . I Z_ . I ? I . � - . � � �_. ��, L I I I REQUIREMENTS OF TITLE 24, PART 6, CALIFORNIA CODE OF CONCRETE SHALL BE ONE OF THE FOLLOWING: REGULATIONS ( CCR ). EFFORT TO OPERATE FIRE DOORS MAY BE INCREASED TO ;;*1"�...1, , i I .1 � 2007 CALIFORNIA BUILDING CODE (BASED ON 2006 UBC) X 2. Estimated Annual Applied Water Use by Hydrozone: 11 %\%%%Ill . I - : REGULATIONS. THESE PLANSAND SPECIFICATIONS HAVE NOT EXCEED 15 POUNDS. 2007 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UNC) - I _� 0*1111 I 1, i -, Turfgrass Hydrozones: NVA 1 00 cubic feet/year � - I I _�,� 11 ,ill . � BEEN PREPARED TO INCLUDE ALL SIGNIFICANT ENERGY � I -1 .::, V,�'N" . 1. RAWLPLUG CO., INC.-RAWL BOLT-SLEEVE ANCHOR- 15. CHANGES TO THE APPROVED DRAWINGS AND � 2007 CALIFORNIA PLUMBING CODE (BASED ON 2006 UPC) Recreational Turfgrass Hydrozones: N/A 100cubicfeet/year .1 .:* cl��/ I ; ICC/ES NO. 5225. 2007 CALIFORNIA ELECTRICAL CODE (BASED ON2006 NEC) .= f ",'/I I 1, I CONSERVATION FEATURES REQUIRED FOR COMPLIANCE WITH SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A 23. THE LOWER 1 0" OF ALL DOORS SHALL COMPLY WITH CBC Very Low Plant Hydrozones: 7 100 cubic feet/year .= 0 1 . :�*,4 '1�11, ,, i 1 . - � 2007 CALIFORNIA ENERGY CODE I Low Plant Hydrozones: 870-1 00 cubic feet/year - �, � I I il I CHANGE ORDER APPROVED BY THE CITY OF PALM DESERT, 11 33B.2.6 AS FOLLOWS: I I . I THE STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED I 1 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE i Medium Plant Hydrozones: 1,40 100 cubic feet/year �':* LARRY WOLFF , I . I - -_ *§; I � - � AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON 2. ITW RAMSET/REDHEAD-WEDGE ANCHOR-ICC/ES NO. AS REQUIRED BY TITLE 24, CCR, PART 1, SECTION 4-338. _Z�_ 2007 CALIFORNIA FIRE CODE � High Plant Hydrozones: 164 100 cubic feeVyear I �, C-9784 11 4 I I / — �� 01-31-09 -_ � i THE PLANS. i ,� . . - � 1372 1 A. TO BE SMOOTH AND UNITERRUPTED, TO ALLOW THE I- / Water Features: NIA 1 00 cubic feet/year I .= .; I � I I I — 4� - , - . � � 1 2. ON THE COVER SHEET, NOTE THE FOLLOWING PALM DESIERT MUNICIPAL CODE . / = I , I I Other- ITA 100 cubic feeVyear 1/1 - I I. ; i 16. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, REQUIREMENTS: � 11,111 -�.:;, ; I I I . I Estimated Annual Total Applied Water Use: 2,481 hundred cubic feet/year 11,11 I .I " I ." rr I ENVELOPE MANDATORY MEASURES: 3. HILTI, INC.-KWIK BOLT Ill-WEDGE ANCHOR-ICC/ES NO. ACCESS REQUIREMENTS AND ENVIROMENTAL HEALTH WITHOUT CREATING A TRAP OR HAZARDOUS I I � � � . � __ 01�_:L_,.� _.-- �-," %% %11%% I . � � �,�- ,91� . -�_, I , , , 1 4 � - I � 1385 1 - CONCIDERATIONS SHALL COMPLY WITH ALL LOCAL CONDITION. A. APPROVED TEMPORARY SANITARY FACILITIES(I.E.CHEMICAL TOILETS)SHALL i I I- , t ;,", t " ,7 ­' , �). '4", # � % 11 � X 3. EATAWU<MAAWA .,-,: - I I . ,�'.." . I _�I-,. BE ON THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION. _,_�._ ,, , � I I nv,�"' A. INSTALLED INSULATING MATERIALS SHALL HAVE BEEN � .'I ORDINANCES, / 11­,�,ZT 11 ,,, I I "I . � (HEALTH AND SAFETY CODE,SECTION 5416) r I . . -1 I .1 � , , , , CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE MINIMUM TEST VALUES B. NARROW FRAME DOORS MAY USE A 1 0" HIGH SMOOTH _X 4. Landscape Design Plan , I � .I CALIFORNIA QUALITY STANDARDS FOR INSULATING __ 17. DRINKING WATER SHALL COMPLY WITH ALL LOCAL HEALTH � PANEL ON THE PUSH SIDE OF THE DOOR. B. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER - -- ,-, - - [-!�,11 CLEAN-UP OF ALL BUILDING MATERIALS.(ORDINANCE NO. 262 OF THE PALIVi X 5. Irrigation Design Plan - __", �'�,_'' �"- I I ___L '' I i: MATERIAL. NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE DEPARTMENT REQUIREMENTS. �� DESERT MUNICIPAL CODE) ,�' ,�'�Al' I 11� , "1, " 6i .,� I � "�" I . - 11 1,164 � I:..1'_4-1;:1 "�,-� I I I 1, 1;_ 24. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM X � ";��......,1,:­!. , . I , �, . �, I 1'r J C. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT . - 6. Grading Design Plan . ,, 1_1,�.Wr­1_1,,',,,�, I ._,. L , �.�t­k ,� �� I _ . . B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN ANCHOR WEDGE � SLEEVE 18. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL � . I I" ,,;Ae.S,�- I .,,I ,� ,,, ��, � . ... . 1( FOR WHICH THE PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT �. , / - ,,'4__,;, " 11- ,�, I �T"� " � — 7. 9611 Chemical Analysis(optional) , " - I I . I i, I , COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE THAT THE WORK OF THE ADDITION, ALTERATION OR KNOWLEDGE OR EFFORT. BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER 11 'T.'�;", -� , ': , , I � � �4 1 - ,,��_ �!,ei4� .! I� NTS OF TITLE 24, PART 2, CALIFORNIA DIA. TENSION TORQUE EMBED TENSION TORQUE EMBED RECONSTRUCTION IS IN COMPLIANCE WITH THE ,, IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE Description of Project: (Briefly describe the planning and design actions that are intended to achieve conservation and , I I 11 / - I CODE OF REGULATIONS, SECTIONS 707 AND 2602. REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF 25. ALL ROOFTOP MECHANICAL EQUIPMENT WITHIN 1 O' OF ROOF MAJNTAINED IN A CLEAR CONDITION AT ALL TIMES.(PALM DESERT MUNICIPAL efficiency in water use.): I � ` . �� I (IN) LOAD(LBS) (FT-LBS) (IN) LOAD(LBS) (FT-LBS) (IN) CODE,CHAPTER 8.02) 1 �,%;�, _ ,.. .--k-1 i I 11 I I REGULATIONS. SHOULD ANY CONDITIONS SUCH AS EDGE SHALL COMPLY WITH CBC 101 3.5. During the generation of the construction drawings,the following action's were I ., �- I . I � ,� , 1, .� �t­, taken to help achieve water use efficiency and conservation. I I I .. . I , DETERIORATION OR NON-COMPLYING CONSTRUCTION BE D. ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINA"' 1. ,�, - I 11 ','�� I.", -1-I - C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING 1/4 1050 8 1- 4 1-3/4 ' ,/ NCE NO. 1006. ��_ 11, ­ - � I;A , - 11 REVISION SCHEDULE � - L �,,�!,�.�_, A, _�­!� ".1 . 11... I ENVELOPE THAT ARE POTENTIAL AND OBSERVABLE SOURCES 3/8 1740 25 3 1680 35 2-1/2 DISCOVERED WHICH IS NOT IDENTIFIED BY THE CONTRACT 26. CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN YOU MAY REQUEST A COPY OF THE ORDINANCE AT THE BUILDING DEPARTMENT. -Plant material with medium or low water requirements were selected. , NOI DATE I DESCRIPTION OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, 1/2 2330 DOCUMENTS WHERIN THE FINAL WORK WOULD NOT COMPLY APPROVED PLUMBING FIXTURE OR APPROVED DISPOSAL . -There are no Turf areas. 1 . / i 55 4-1/8 2410 60 3-1/2 1 E. CONSTRUCTION HOURS: I I I -Shrub areas are irrigated with point source.drip irrigation. ,�, I I � WEATHERSTRIPPED OR OTHERWISE SEALED. . 5/8 3290 90 5-1/8 2590 100 4 WITH THE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF AREA. REFER TO CIVIC SECTION 31 0 FOR ADDITIONAL I I�.,�. . -Irrigation system is designed by micro climate and using rain sensors. 1, .. � 1, 3/4 5490 REGULATIONS, THE CONTRACTOR SHALL IMMEDIATELY REQUIREMENTS FOR CONDENSATE DRAINAGE PIPING. I � 11_11V -Controller has multiple stations and run times to ensure each micro climate recieves only the water it requires. I .� 175 6-5/8 2900 120 4-1/2 ,: OCTOBER 1 THRU APRIL 30 , ;�,',r . I I�1.�'i, � D. SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS 7 NOTIFY THE OWNER AND THE ARCHITECT OF THE CONDITION it4�, . -Controller has evapotranspiration(ET)based scheduling and flow sensing. I I ,,��"% 1� . . .1 MONDAY-FRIDAY 7:00 A.M.-5:30 P.M. . . 1. ,�, I 11 SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, IN WRITING. NECESSARY INFORMATION REQUIRED TO 27. DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW OR SATURDAY 8:00 A.M.-5:00 P.M. I . - L 1. . - AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED K. ALL ANCHOR BOLTS OF THE EXPANSION TYPE INSTALLED CORRECT THE CONDITIONS ENCOUNTERED WILL BE ISSUED BACK SIPHONAGE SHALL CONFORM TO CPC SECTION 603. ALL SUNDAY NOT ALLOWED I I Date: April 1,2009 Prepared by: Garry Collins 44�' ! . ..1111, I'L ,, � . "I - I . GOVERNMENT CODE .,�,, . ,I �" I V, . 11�1 IN GROUT FILLED MASONRY SHALL BE ONE OF THE BY THE ARCHITECT. A CHANGE ORDER MAY BE ISSUED TO HOSE BIBS ARE TO BE PROVIDED WITH A BACKIFLOW/ANTI- � �, NI.- GLASS DOORS AND FIRE DOORS). P',� I FOLLOWING: e HOLIDAYS NOT ALLOWED . 1-17,1� - , -, , I I I I ,111. ,I � � I I � A, ADJUST THE CONTRACT SUM OR TIME COMMENSURATE WITH SIPHON VALVE. .�, 'I, - '' I I " " I 1� ­1 . I i ii, Irl ., . ] L'� T - - - — .. � �,:� _= I ­�, E. MANUFACTURED DOORS AND WINDOWS INSTALLED 1. HILTI, INC.-KWIK BOLT Ill-WEDGE ANCHOR-ICC/ES NO. 1385 THE AMOUNT OF ADDITIONAL WORK REQUIRED IF ANY. THE — ___ _____ ! , —TC 7HK PD: X X X / I �� SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE f CHANGE ORDER SHALL BE APPROVED BY THE CITY OF PALM 28. WHERE ANY 2" VENTS RUN HORIZONTALLY THROUGH WALL MAY 1 THRU SEPTEMBER 30 CVWD APPROVAL STAMP DRWN: XXX MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6, 2. SIMPSON-WEDGE &L-WEDGE ANCHOR-ICC/ES NO. 3631 DESERT PRIOR TO PROCEEDING WITH THE WORK STUDS, THE MINIMUM STUD SIZE OF 2 X 6 SHALL BE USED FOR MONDAY- FRIDAY 6:00 A-M.-7:00 P.M. I I .­1� I i 4 _______1 � . � I � I I These plans have been reviewed by the Coachella Valley Water � .1i CALIFORNIA CODE OF REGULATIONS, SECTION 11 6(a)1. 1;: REQUIRED BY THE CHANGE ORDER. THAT PLUMBING WALL. SATURDAY 8:00 A.M.-5:00 P.M. �,,� - y Water DATE: 01-01-06 ; ,rA, - ­ SUNDAY NOT ALLOWED . District in accordance with Water Code Title 7, Division 1, Chapter � � � I MINIMUM TEST VALUES GOVERNMENT CODE � 1." WATER ___/ I , I � F. MANUFACTURED FENESTRATION PRODUCTS IN THE 19. THERE SHALL BE A LEVEL FLOOR OR LANDING ON EACH 29. LANDSCAPING SHALL BE INSTALLED PRIOR TO REQUEST FOR HOLIDAYS NOT ALLOWED 1 3,Article 10.8, Section 65597 at seq. requiring efficient landscape PROJECT NUMIJER: 0527400, 1 .4 ENVELOPE OF THE BUILDING, INCLUDING, BUT NOT LIMITED GROUT FILLED CONCRETE MASONRY SIDE OF ALL DOORS PER CBC SECTION 1133B.2.4. THE FINAL INSPECTION . i � and irrigation design on cooperation with the local governing � . k, "r agency(City or County). . "_ I TO, WINDOWS, SLIDING GLASS DOORS, FRENCH DOORS, ANCHOR WEDGE f FLOOR OR LANDING SHALL BE NO MORE THAN 1/2 INCH VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM Approval of this drawing by CVWD staff does not constitut6' ; I SKYLIGHTS, CURTAIN WALLS, AND GARDEN WINDOWS MUST �L!, THAN THE DOORWAY THRESHOLD, PER CBC SECTION 30. HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON DESERT MUNICIPAL CODE SECTION 9.24.070. approval to encroach into district and USBR Right-of-Way.Trees, - /1: -,,,� IV' ,..GENERAL NOTES "� ( A - 1\ ' 1.11", I 1_; I BE LABELED FOR U-VALUE IN ACCORDANCE WITH THE (NFRC) DIA. TENSION TORQU 1133B.2.4.1. COMPLETION OF HOT MOPPING AND SHALL BE FILLED WITH — I O/STRIC plants,walls and permanent structures of any kind may not be - I L 0-%t "I NATIONAL FENESTRATION RATING COUNCIL'S INTERIM U- WATER FOR INSPECTION. I -r planted or installed in CVWD and USBR easements-or' � "I Right-of-Way without first obtaining an encroachm'nt.'permit from & PROJEC �V�� ,e, I . , I (IN) LOAD(LBS) (FT-LBS) (IN) 20. UPON COMPLETION OF INSTALLATION OF INSULATION, A CARD CVWD. I I :_!�,��,�Y VALUE RATING PROCEDURE. T jr, BUILDING CODE DATA 1�1 - "' ' - I . _A1, � iii � ' CETIFYING THAT THEE INSULATION HAS BEEN INSTALLED IN — .11 � I ��, �.. ,�� �', �DIRECTORY , � ,�� � '� _` ! , 1":, 1/4 1080 4 -2 r - I � `�01 ­7LZ,_� . /10�7 - G. DEMISING WALL INSULATION SHALL BE INSTALLED IN ALL COMFORMANCE TO THE REQUIREMENTS OF THESE . ,� - !,-, "_,f &F I . � j \11r, � I" ,� I �61_1,� - � � � ,V , 0 �;, 3/8 1564 20 2-1/2 CONSTRUCTION DOCUMENTS SHALL BE COMPLETED BY THE OCCUPANCY GROUP: B OCCUPANCY,2 STORIES , J��N",- "' I ,�, 71: - OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT DOORS). I 11 "'i I Iq A __ . 1/2 1810 40 �0-1/2 INSULATION APPLICATOR AND BUILDER. POST INSULATION DATE � Water Management Supervisor I 1, _­- . "� I �, ,__ - 1 . ____­ ( 11 I � 1 I ._��, � 4 I *. X__ - � 1;1?. 111-1, , I '-, 5/8 2484 85 �, CONSTRUCTION TYPE: TYPE VB (NON-RATED)CONSTRUCTION, FIRE SP I RINKLERED � 1: " , "L " �,, ' 'I DRAWING ITI, �, - COMPLIANCE CARD AT A CONSPICUOUS LOCATION WITHIN THE I I � ,I ,� 1. I I NUMBER: ,� i�; , , , " �; ;� I , ,�1* � I "� " " �, - .. � I I 1 3/4 3290 150 .'4-3/8 BUILDING DWELLING. TOTAL AREA: 42,465 SF . I . ".�_4 ' 'f,.,",� il I V+ I I " P ,�, � � . ,,, I . � I V, T I �, � I - - � ____ . - � . , I I -1, ,�, I - - - 11 I - - __ - t- - CVWD Plan# Development Services Supervisor . I _�, ) , � ;;1 it : mm� I � &I I I ' V,i�M " OL W � __ , - �', I 1-1 E_ o F " TrADMINISTRA 0 FA I P,_,;,' A� L M D IIIIIIIIIIIIIIIIIIII�� N11il-A" T1 N CIL T_ I -, �� )� .4 1,71--�-� , ,,,,, _��_ ,�� _ I I I I ,f, -_ - -z I � D ­.` � -_ - - -_ T 99 Opt � I I :"�:�I I I I I I I-, I . � I �, 1 ,�11.117 A ".I- / 1',.",�, !;" I 4I � - . 4 10 i . 1�r� , I , I �,-4, V_�" - I , 1, 111`� . I � � � ,��L�,_",ii��,� �', ,,,P I , I - . ­ � ­­­- �I I�_,- -I__1,,I-� - I- ____ __-, 1.__IL , � I � I I I ��i ,�., ,,I, 1, 1. .1 '0, I ��-�I , . i L I , 1 4� �-.-- — I / - , I 41 , A!!!�I :.,-rA'- I� I ,"(�, . 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REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR L � All,771 , x 1, I'll, 1­1­­1t/".­ , " , , " .111, 1, �', , . "V," "?M, '/)?, ;;,;---�, ---__,- I . . . ... -111�7" `- �, ,­� : - I " I " I . . 11, 11 I ;�,Y,-g 4�.,��, Z.� ,t!�-�-��,�-­­--- � i I, 14�......1, �. -Y I: i ly, "" 11 ­­, � ,,;,,, � '�.......�­, --- , ­ ., ""..-1 , -- ----� --- - I . BURIAL DEPTHS. � ,� 11 , " ".,� _ ,,-;�--1 '­:��, am ""i .�,!;, ",.�I'L,:'' _, :, �11 , - -- -- - - , � , , '. . �i- ,��- ­... ­j,"_ ­­­­­--­ - , . .1-1 I i !�t "I. , I , = -"----- I I -BALL VALVE NIBCO T-585-70 FULL PORT BRASS BALL VALVE -LINE SIZE :rN: e,;i­­ . 1� 11 � , � " I r � i.. .--:':X --1'=,",4',, -. �� �2"­j!�' i . 1. .1.11 , � I r­­ ---=�,� I I - . ... ................ , ", - , ,,<,,.��, : I r . '11 �-, I ­­---­­­ � , , , ;-`� , r I A�.. - 1, ,- I ­1 �� ------------- DRIPLATERAL PURPLE 3/4" SCH 40 SOLVENT WELD PVC. REFER TO SHRUB EM 11r[­--­T :, :::: " , I . ��c,--,.&�S,­ ,"', IU ,r -,,,- ­­11.111--l"", ITTER DETAIL ,> I -&!,-,- � W .. 11-­�l \\\\A\A, 't I -­­­1. - ­­ -11 4 - e QUICK COUPLER HUNTER 44A-LRC-A 1" QUICK COUPLER WITH PURPLE VINYL LOCKING COVER FOR BURIAL DEPTHS. - ) -.1111.1111- —Z:;�­114-1%1 ,& (--, -I I I . -,.-�� � I "f,7 3 Q I REFER TO SHEET L-2.01 THROUGH L-2.04 FOR IRRIGATION NOTES, :............ 41' , I .................�­...........� - .,..r . I . � :777"'L:':.............�­, �,,,, I -1 : : 1 ­7 cl�ll ",�,v ,.� , 1 =, , INCLUDE TWO (2) HK-44A KEYS WITH HS1 1"X 3/4"SWIVEL PER CONTROLLER LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. ; 2, �%� ­`� I . j -P I - i i I , 'I-�1­1 - -k.-.. lil, -1�� - 11. I :,=­ :1, k . , - i , = 'I; I ,� I Q - . : v ,\ S, - " , i 4-1 - I , (f, I '. I I - - �F "I " N - M = , � -I... -1. ; - 11 11ir" -A - ,-A DW— DOMESTICWATER DENOTES DOMESTIC WATER LINES ON CIVIL BASES ". . i . I'." 1311"I", I ��1-- �5� Q, ? VIA �� EXTRA WIRE NOTE I i " L � : �� — .... I � t.) 0 EXISTING VALVE EXISTING AUTOMATIC CONTROL VALVE - REFER TO AS-BUILT FOR LOCATION LINE IT E-1 ; Z� .: .� ..- ,Ml� P ,* LARRY WOLFF *�'; - - --MgMarur—e , --i I ,,,,, , . : "," I : '� - i I I a I : I -1 C-9784 t : : = ....... I ­ - I 11: ti�,,", �1 " -. - ­3 5� � � . : : --- - - L I I � : , - " - - ::� -1 . " * : � , ; , .. - - S, EXTRA WIRES SHALL BE PROVIDED FOR EACH � I j , r1i tgl­ . ��11 08-31-08 1�� - . i � �� L - .. . ! . ,�, ­ 11...... '/ .:: 17- '. . : = 11 I � I %p'. I � � CONTROL VALVE RAINBIRD 1 00-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE. —RW— RECYCLEDWATER DENOTES RECYCLED WATER LINES ON CIVIL BASES MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH . � I , Q� , ," 111,�, ��] � . 'r, I] 9""' ." -7) .A 11 � ; 11 7 , I ( CVWD NOTE i : �, I -­ ,:Jji i - 1 '11""4�, ate � ,E ­[ ----- -Z ,>� , . I i - - 1 14 1 �, : ...lamal",�I � U -Z:: 1� " .1. . LINE VALVEBOX WITH24" COIL, TERMINATE IN THE LAST VALVE BOX, 01 , r1l, i 11, f , � \ -11 I I -�, OF CA - - : 11 . DRIP VALVE RAINBIRD 100-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE WITH A RAINBIRD Trees, I I � R�­- ���"W;�� I I ,I'RN111"Im"fl4l,"! 111111x%\%\\\\\\\\, - ."I 4 plants, walls, sidewalks and permanent structures of any kind shall not BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL -; 11 4ilp' 11111114 . . I ­­­­ I I r__, ,� ,� � n �. i __� , 1, I u j,�� a,1"'. I I " -1 . . , , L"Wl 'L QKCHK-1 00 FILTER AND SENNINGER 20 PSI PRESET PRESSURE REGULATOR — SS — SANITARY SEWER DENOTES SEWER WATER LINES ON CIVIL BASES be planted, installed or built in CVWD and USBR easments or right-of-way BE ORANGE IN COLOR. �1 lvm,� - 1 "'ni, I I -- , ";���ll""I'�lill"�li4�i������,������� 1 j E:!�t I 11 ­ LINE without first obtaining an encroachment permit from CVWD. I i : 1­3 I-- , a� - - ­, ,+'rfl,,'t',,;',4�,,ii-�,,,,,,,�,,,I�",+I-I,�D * DRIP TRANSITION TRANSITION FROM BELOW GRADE LATERAL TO DRIP LATERAL(FOR I I - .. I I . � �, -- � . 11 - 0010, I I......�......L' ---- REFERENCE ONLY) �- , wsmwmmmmall,,,�,*�,��""���",r,�,P,�,,,���,����w'*, SLEEVING PURPLE SCHEDULE 40 PVC - REFER TO SLEEVING LEGEND FOR QUANTITY AND - '1­111--J 4 RJM � , , "N � I .47;-, I ''I I e�L�� � I I I --- ' � , " � I I 1;11 I � , '1�1 I"i TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X . = ",�I DESIGN GROUP INC. I % . ' 4k PROJE'C� T KE' MAP 11,� MANNING AND tj. SCAPE A�&MCTURE " ..P. �D (E) DRIP FLUSH NETAFIM TL050MFV-1 TECHLINE AUTOMATIC FLUSH VALVE WITH A 1/211 MANUAL DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. �V� 1 ii .1 31591 CAMIN .,UAN CAPINRANO,CA.22M � I T11"', " EQUIPMENT LOCATION NOTES - - TIL 00 4N-M M 6"404M B-WJ6 ww"amm I � BALL VALVE . ,,,,, SLEEVE SIZING LEGEND i 1 ' 'I , � ,Iw L,I �� NOTSHOWN DRIP EMITTERS BOWSMITH SL200 SERIES##SERIES 1/2" APT THREADED EMITTERS. ­1 ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VALVE BOXES These plans have been reviewed*by the Coachella Valley Water District in accordance with I ... i I I (D TREE IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC ' ##= REFER TO SHRUB AND EMITTER LEGEND FOR FLOW RATES. RAFTEMM A XMEAdOWN 1 (2) 211 wr,=,,/,w,/ (2) 3" SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring - RISERS - REFER TO TREE IRRIGATION DETAIL. :�Ii NOWIMMO " SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT �: " (3) 2 o,i(�, m. (3) 3" efficient landscape and irrigation design in cooperation with local governing agency (City or I �­ " EVISION SCHEDULE -� NOTSHOWN MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD (4)211 (4) 3" PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL County). I 1� NMW=0MIIIIIIIIIIIIIIII MMOMWIMP, ' - 0 PALM IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC '- 111-1........ I I " ,,,E5%a"� " -1, I RISERS - REFER TO TREE IRRIGATION DETAIL. -"".... "- 1 � GALVANIZED SLEEVE TO BE MINIMUM 2X VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR *Approval of this drawing by CVWD Staff does not constitute approval to encroach into . NOI DATE I DESCRIPTION I . t� LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC . WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind . ? I DIAMETER OF PIPE OVER TERRACE DRAIN � I - . � . . lIni` SOLVENT WELD. ALL ON GRADE FITTINGS SHALL BE UVR. I TURF AREAS AT NO COST TO THE OWNER. may not be planted or installed in CVWD and USBR easements or right-of-way without first � i 0 SAGUARO CACTUS TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC �-,' REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO I I obtaining an encroachment permit from CVWD. I . L, RISERS - REFER TO TREE IRRIGATION DETAIL. � NOTSHOWN IRRIGATION WIRE LEADWIRE BLACK PAIGE 7001D#14 AWG UL LISTED U.F. 600V DIRECT BURIAL PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENTS. � -�4, ... I " COMMON WHITE PAIGE 7001 D#1 4 WITH BLACK STRIPE. . � I I- (9) RW ID SIGN RNING ID SIGN -T CHRISTY MODEL ID SIGN 3.5 12"X 181, . EXTRAWIRE ORANGE PAIGE 7001D#14AWG I I Date Water Management Supervisor - 11 I ��i I � I X .08"ALUMINUM WITH 1-1/2" SQ. ALUMINUM POST-2 PER CONTROLLER. , . � , ;111L. . . SLEEVING NOTES I '��L NOTSHOWN VALVE BOX RECTANGULAR CARSON 1419 - 14"X 19" WITH PURPLE LOCKING LID � �, " - 1 = - CONTROLLER IRRIGATION CONTROLLER - RAINMASTER i-CENTRAL IN A WALL MOUNT � CIRCULAR CARSON 91 0 - 1 0" WITH PURPLE LOCKING LID LATERAL PIPE SIZING LEGEND 00 IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE Development Services Supervisor ,,�', 11 STRONGBOX ENCLOSURE WITH ATTACHED RAIN SENSOR -JOHN DEERE SHALL BE SLEEVED UNDER PAVING. - � I DRWN: GC ]CHKD: SH i - j r I , GREEN TECH SA16-RM3-36/L.P.P/9M-ISVG-2Y/RSE `P NOTSHOWN 0 TAGS T CHRISTY ID-MAkP2mRC006 PURPLE BILINGUAL RECYCLED WATER 00 SLEEVES TO BE M(N(MUM TWICE THE DIAMETER OF THE PIPE ,� , I �� WARNING TAG - PER VALVE. NO 1/2" PIPE PERMITTED SLEEVED. - -- DATE: 01-01-06 1 1 1 - — 11 i L- - EXISTING EXISTING 2.5" PRESSURE MAINLINE - REFER TO AS-BUILT FOR LOCATION I I i I MAINLINE � k! - 11111111111111l...... -@ MAINLINE STUB - CAP PRESSURE MAINLINE AND INCLUDE LEAD WIRES AS SHOWN, COMMON WIRE, 3/4" MINIMUM 00 PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A I� PR JE ER: 0527400--- I i H I ill MINIMUM 2"WIRE SLEEVE. � I ( V , AND TWO EXTRA WIRES IN LOCKABLE VALVE BOX FOR FUTURE CONNECTION. SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. L �1� 00 I 11111111illll — — - PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2"THROUGH 3" 1111 1-#� DENOTES NUMBER OF LEAD WIRES I ; r I '�',� � . I ,- - �1. n N 1-1 All 00 PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING � I W! 1 � u MAINLINE PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER 1, t�-� DENOTES SIZE OF MAINLINE STUB THE SLEEVE. DIAL TOLL rREE IRRIGATION ,:" ni T- - 1-1/2" / 11��; ALL PIPETO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPT�S IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE I ,I . .� r, I � 00 I �, i, " � L k, I 1 1 -800-227-2600 , , "I . I I I � 1­ DENOTES STATION NUMBER i - 21f HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY ) � 2 PLAN / . 11 i I ` ­�,Iv- - I L,L L I � . 2" 6 DENOTES VALVE FLOW(GPM) HARDSCAPE. 11 " I AT LEAST TWO DAYS "', I,, ,��1, L I . 1� �, � -1 � DENOTES VALVE SIZE ;E - 2-1/2" 1 ---- - BEFORE YOU DIG I I I � I t - 00 REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR I I L I I- I I k I I i 1 311 SLEEVE SIZE MATRIX 1) I�,,�,,, ,.", I I 11L -� , , L - tli UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / I .,� I ­ P, ,� 1, i'l I 111 - . -1- DRAWING �, �11'r ­11 7 ..& ,,� � I I I 1, I . $., 0 10' 20' 401 i', NUMBE I R: L= 1 m0l 11 , � I - 1 I i , ��'-� I-- I I I I I ­� I I I I �11 . 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Ic I,,, I- 1-11 : _ i .. a„ ;,; a ....._. -"` f.- C....., a ... .._ is is ._. .. ...._. _ „ < - I I i I!" ,, 0 .w > ,, f i ,._ ..,......,� 1 , t '/ - r, t REFER TO SHEET L 2.01 THROUGH L 2.04 FOR IRRIGATION NOTES , '` s \ '.,. j j LEGEND,DETAILS, PRESSURE CALCULATION,AND SPECIFICATIONS. CIUIn ,,, 111111=111m11111111n11fr111111111111111111111m1m11111111111111111111M11)11)1111111111111111111 0-r>LL<ULI<,7,ll'0l*,I0lF_- ij I AI o t, ., `'\"\, `_ j , 3 �".., •,,,.4Y , i , -,, 1 f •4 _ W � _ -w \ ',. `, 44 / % i t -.. . , 1 t i - �., ,, , ......._. (/`0 ,/ f y� ..: .,... ... ...._. ,,. .,,� ..,,, .r.. ,.,. ., ,.,. ,. u I i ,, � , , z. , a„ y CVWD NOTE r z1, , I v , j f 0 - ,, j Trees, plants, walls, sidewalks and permanent structures of any kind shall not i t be planted, installed or built in CVWD and USBR easments or right-of-way W U ,M 1�; 8. ,. I ,, ;, r '`] ...� ,, ,\ ,,r r without first obtaining an encroachment permit from CVWD. - \ l , . - I v �� 1.51, I i \ . ' cr o a,r• . ( v., a ... o >- J li < - TERAL PIPE SIZING LEGEND IJ J G . / \ i \i j / . W I r;,; ;; NO 1/2" PIPE PERMITTED , - , ._.._ .__. 3/4 MINIMUM T / __ ,, f i , " ,,,_. ,... ,�'". \ .k ..... ........... , ,/~.,, , �, 1 ............ o , , n / 1 1 T, T s .1, ..... ;t , /2n ' ; it - > n , e,_., I, L1 J / - 2 r. - € N ' / ` a 1 , , '-L -""' 1'r n 2-1/2 ,R 3 w o / �. t , , ; -- - ---- - / ,, , -- - - - --- ---- _ : --- --- - - -_ - - - - - - - k -__ - -- _ - -- -- : I / _.. . i _. A"I .._ —-1­,i 2m10\"3—mI Wi 1_ %I *' Da? 6-616 t , , ':-, k 1 w" ' /` d' I r: 1\•, __w__ __ SLEEVE SIZING LEGEND � , _ __ i - _ - - - -- -- - _ --- _ _ -- -- - -- - - -___ - _ - - -- _ - _ - -- - -_ __ -- - - ---- -__ - -- -- -- -- - - - - - - - - - - -- - -- -_ -- -- - -- - - - - -- - - �,M, . \\ IRRIGATION EQUIPMENT LEGEND IRRIGATION EQUIPMENT LEGEND CONTINUED �� (3) 2„ ICIfJWGIir g (3) 3" '// � ' % �� GALVANIZED SLEEVE TO BE MINIMUM 2X /ma y' II <SYMBOL /iii ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION ' ��/� , „ DIAMETER OF PIPE OVER TERRACE DRAIN ' � ` °��� ;4' ` POC POINT OF POINT OF CONNECTION BETWEEN EXISTING IRRIGATION SYSTEM AND NEW BELOW GRADE PURPLE SCH 40 SOLVENT WELD PVC-3/4" MINIMUM. "" , ,;lfi, ,�'1N, , // r ,r;„ � ` d . ._....__.._ II NNE ,y � ,.CO CTION IRRI ATION Y T REFER T IRRI __...�`G S S EM. 0 CATION LEGEND FOR LEEV � .S E TYPE. REFER T ����.LATERAL 0 ._�.�REFER TO PLAN F R IZE � •~. �, `- �d 0 S SAND TRENCHING DETAIL FOR �/q / x a ,/j ,, {r BURIAL DEPTHS. PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENTS. ., ' 1 `r / „~ BALL VALVE NIBCO T-585-70 FULL PORT BRASS BALL VALVE - LINE SIZE 41 -`� ` " ' r � ' ;� ��," ` :� , y I /� v .., ------------ DRIP LATERAL PURPLE 3/4" SCH 40 SOLVENT WELD PVC. REFER TO SHRUB EMITTER DETAIL - `� _ I Ip1DSCgpE QUICK COUPLER HUNTER 44A-LRC-A 1 QUICK COUPLER WITH PURPLE VINYL LOCKING COVER FOR BURIAL DEPTHS. - I ") , , \ - �_� Q S�o INCLUDE TWO (2) HK-44A KEYS WITH HS1 1"X 3/4"SWIVEL PER CONTROLLER '``""~' \ = WO F — DW DOMESTIC WATER DENOTES DOMESTIC WATER LINES ON CIVIL BASES —~" '° �rNN, C.9784� F = a 9�e o EXTRA WIRE NOTE I = € ;; x —_ k�� 0X EXISTING VALVE EXISTING AUTOMATIC CONTROL VALVE - REFER TO AS-BUILT FOR LOCATION LINE * I -^ m=~,~'~. , � 08-31-08 Q_-' �` , e� '� 1 .." N € _ TWO (2) CONTINUOUS EXTRA WIRES SHALL BE PROVIDED FOR EACH �'t - i # ' CONTROL VALVE RAINBIRD 100-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE. RW RECYCLED WATER DENOTES RECYCLED WATERLINES ON CIVIL BASES MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH °Ia; N I , :, 1 ''�» \„ ��' �A� 1a iaL 1€ OF \ LINE VALVE BOX WITH 24" COIL. TERMINATE IN THE LAST VALVE BOX. „:;,Fk< `� ` '!�I' 11 I,. ak,,€€€.: _ F k I DRIP VALVE RAINBIRD 100-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE WITH A RAINBIRD £ - BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE HALL r ( 1 "I ''S _ t.,:l..,t„<„,11 CONSULTANT QKCHK-100 FILTER AND SENNINGER 20 PSI PRESET PRESSURE REGULATOR SS SANITARY SEWER DENOTES SEWER WATER LINES ON CIVIL BASES BE ORANGE IN COLOR. 1,__ I €14,' , r;, ,; F )` r i t 'rs f a(�� s p g d LINE e� DRIP TRANSITION TRANSITION FROM BELOW GRADE LATERAL TO DRIP LATERAL(FOR II __ .__ RJM __ . REFERENCE ONLY) x ,y���, SLEEVING PURPLE SCHEDULE 40 PVC-REFER TO SLEEVING LEGEND FOR QUANTITY AND I' PROJECT K EYMAP I DESIGN GROUP INC. . � PLANNING AND LANDSCAPE AkdHrMCTURE 91601 CAYINO CAPIBTRANO BAN JUAN CA%BTRANO CA,Yl976 YPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X ,�,�,,.-«p ►.,1�:,,�.8.. .PIMR BN�N�A�L�B 0 DRIP FLUSH NETAFIM TL050MFV-1 TECHLINE AUTOMATIC FLUSH VALVE WITH A 1/2"MANUAL DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. EQUIPMENT LOCATION NOTES BALL VALVE wllt_" These plans have been reviewed` by the Coachella Valley Water District in accordance with NOT SHOWN DRIP EMITTERS BOWSMITH SL200 SERIES##SERIES 1/2" FIPT THREADED EMITTERS. ALL PIPING, ABOVE GROUND EQUIPMENT,AND ANY VALVE BOXES Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring 0 TREE IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC ##= REFER TO SHRUB AND EMITTER LEGEND FOR FLOW RATES. SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT efficient landscape and irrigation design in cooperation with local governing agency (City or REVISION SCHEDULE . RISERS - REFER TO TREE IRRIGATION DETAIL. .xK SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT County). 2'* NOT SHOWN MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL `Approval of this drawing by CVWD Staff does not constitute approval to encroach into NO DATE DESCRIPTION QQ PALM IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC °i VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind 4 RISERS - REFER°TO TREE IRRIGATION DETAIL. LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN may not be planted or installed in CVWD and USBR easements or right-of-way without first IZ IN 4i�/Gg7%7 ,� " ,, SOLVENT WELD. ALL ON GRADE FITTINGS SHALL BE UVR. TURF AREAS AT NO COST TO THE OWNER. obtaining an encroachment permit from CVWD. sc SAGUARO CACTUS TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC • RISERS - REFER TO TREE IRRIGATION DETAIL. NOT SHOWN IRRIGATION WIRE LEAD WIRE BLACK PAIGE 7001 D #14 AWG UL LISTED U.F. 600V DIRECT BURIAL Date i COMMON WHITE PAIGE 7001 D #14 WITH BLACK STRIPE. Water Management Supervisor Q. RW ID SIGN RECYCLED WATER WARNING ID SIGN -T CHRISTY MODEL ID SIGN 3.512"X 18" EXTRA WIRE ORANGE PAIGE 7001 D#14 AWG X .08"ALUMINUM WITH 1-1/2" SQ. ALUMINUM POST-2 PER CONTROLLER. . ' SLEEVING NOTES yv NOT SHOWN VALVE BOX RECTANGULAR CARSON 1419 - 14"X 19" WITH PURPLE LOCKING LID Development Services Supervisor DRWN: GC CHKD: SH CONTROLLER IRRIGATION CONTROLLER - RAINMASTER i-CENTRAL IN A WALL MOUNT CIRCULAR CARSON 910 - 10" WITH PURPLE LOCKING LID 00 IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE STRONGBOX ENCLOSURE WITH ATTACHED RAIN SENSOR-JOHN D€ERE , SHALL BE SLEEVED UNDER PAVING. DATE: 01-01-06 GREEN TECH SA16-RM3-36/LPP/RM-ISVC-2Y/RSE NOT SHOWN ID TAGS T CHRISTY ID-MAX-P2-RC006 PURPLE BILINGUAL RECYCLED WATER Do SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE �: WARNING TAG - PER VALVE. SLEEVED. PROJECT NUMBER: 0527400 -- ----- --- EXISTING EXISTING 2.5" PRESSURE MAINLINE - REFER TO AS-BUILT FOR LOCATION oo PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A MAINLINE - - - D MAINLINE STUB - CAP PRESSURE MAINLINE AND INCLUDE LEAD WIRES AS SHOWN, COMMON WIRE, MINIMUM 2"WIRE SLEEVE. AND TWO EXTRA WIRES IN LOCKABLE VALVE BOX FOR FUTURE CONNECTION. ao SLEEVES TO EXTEND MINIMUM 12"BEYOND PAVING. ` PRESSURE PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2"THROUGH 3" /�� DENOTES NUMBER OF LEAD WIRES ao PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING DIAL TOLL FREE IRRI GAT I ON 11 /, ]I I_I'llII __I ,` / II,14�11­2I ,­­',_;!,,'1­.,W11,_1,j,1�'"_= ' /1�'' MAINLINE PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER 5 DENOTES SIZE OF MAINLINE STUB THE SLEEVE. -% PLAN ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS 00 IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE 0 ' DENOTES STATION NUMBER AT LEAST TWO DAYS 1", HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY BEFORE YOU DIG r' 6 DENOTES VALVE FLOW(GPM) HARDSCAPE. "M : DENOTES VALVE SIZE 00 REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN FOR CALIFORNIA , SLEEVE SIZE MATRIX DRAWING 0 10' 20' 40' NUMBER: L= 1 ■O, — I . C y., ,I , - _ r fir,. �•' . � f, . _ _ .� __ - _�,:, __ �__._._ , _ _— - r __ ._.__ __ --_ _ _ w 1, i 51• , A� k a' 3 r y r li I i - - ----_ - -- - SOU111ERN CALIFORNIA �; `�_ c . , 1rr s 11 `� ,�, �, J Virginia [)are Tower s I ♦ 70470 Foothill Boulevard Rancho C ' ~ .. L—C r 1, .♦. ucamon a SHRUBS Colifomic 9173"754 r }• TREES MOD �' >,�r: 9f19-987 0909 Aw r WATER USE ♦ r ..:, o . �``.,� font: 909-980.9980 r f TREES - LOW WATER USE . \ r a r _.__..., , i r mow,. r, 1� 4�V f •',.. , / v'' Y W yr +L � .,>/ � `:. j ,,.., � .,; ,,,,y '+� � .� '//.4/ r t't��t a , r y - r , .X r , r J T , / � n f / 1 } , r 9 .. .;;,. , '. �\fo-'''""',,\/j s '-.,,. ..., ... -+fib ,,.:,.%l'• r.. i .f .,...,.,. •< . ',.. DISTRSimi �� ` y / i x l 4 't 4` „ y, + f ' / , +,,,. , „ -41 r. y.$ 44 w: € € '. ...,. Ilk ~ g} } f G ° L , ' d .,,.. d 7 '^ o B U= y I ♦ t ' y / r t. : f i,. ,w ♦ ' f ``� % � 1 0 , - ' r Q T r lip a J ♦ ♦ r „ rS ,f O ffx • *440 *# \1 ' s t H AN ♦ DW/RW CROSSING / r r T ' ♦ j cr)qa> r , r , W f f- - LATERAL PIPE SIZING LEGEND U) •° J Z WUj J d NO 1/2 PIPE PERMITTED 0 ?' 3/4" MINIMUM ry O J f, r Ov ♦ L�J 1-1/2" L" W CVWD NOTE 2" _ Trees, plants, walls, sidewalks and permanent structures of any kind shall not 2-1/2" be planted, installed or built in CVWD and USBR easments or right-of-way 3" without first obtaining an encroachment permit from CVWD. W O LU- - W IRRIGATION EQUIPMENT LEGEND IRRIGATION EQUIPMENT LEGEND (CONTINUED) SLEEVE SIZING LEGEND ' _ SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION r. POC POINT OF POINT OF CONNECTION BETWEEN EXISTING IRRIGATION SYSTEM AND NEW BELOW GRADE PURPLE SCH 40 SOLVENT WELD PVC -3/4" MINIMUM, s e nera 3 2" �� ;I 0 3 3s CONNECTION IRRIGATION SYSTEM. LATERAL REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR ���� � (4) 2" ����� ,/ yr�D�I �4� 311 BURIAL DEPTHS. GALVANIZED SLEEVE TO BE MINIMUM 2X �: r� /y `sue BALL VALVE NIBCO T-585-70 FULL PORT BRASS BALL VALVE - LINE SIZE DIAMETER OF PIPE OVER TERRACE DRAIN ------------- 4 a^ DRIP LATERAL PURPLE 3/4 SCH 40 SOLVENT WELD PVC. REFER TO SHRUB EMITTER DETAIL QUICK COUPLER HUNTER 44A-LRC-A 1"QUICK COUPLER WITH PURPLE VINYL LOCKING COVER FOR BURIAL DEPTHS. REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO ' k II „ PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENTS. " INCLUDE TWO - 4 U 0 2 HK 4 A KEYS WITH HS1 1 X /4 SWIVEL PER CONTROLLER _ m ~w 3 S CO 0 � r~_ DW DOMESTIC WATER DENOTES DOMESTIC 0 S WATER LINES ON CIVIL BASES �X EXISTING VALVE EXISTING AUTOMATIC CONTROL VALVE - REFER TO AS-BUILT FOR LOCATION LINE � ~r „ \11 , I P�pSCA PF °.a CONTROL VALVE - - - 17 � J RAINBIRD 100 EFB CPR R 1 AUTOMATIC CONTROL VALVE. RW RECYCLED WATER DENOTES RECYCLED WATER LINES ON CIVIL BASES LINE " EXTRA WIRE NOTE RYw - N DRIP VALVE RAINBIRD 100-E�'S-CPR-R 1'`AUTOMATIC CONTROL VALVE WITH A RAINBIRD „ ~ €4`=< € ; LAR OLFF ; a gnalure -� OKCHK-100 FILTER AND SENNINGER 20 PSI PRESET PRESSURE REGULATOR SS SANITARY SEWER DENOTES SEWER WATER LINES ON CIVIL BASES TWO (2) CONTINUOUS, EXTRA WIRES SHALL BE PROVIDED FOR EACH �' #~^: �_ „�° .._„„ ' ! % �► oe-a1-os = end €y^, ' , LINE MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH [^® DRIP TRANSITION TRANSITION FROM BELOW GRADE LATERAL TO DRIP LATERAL (FOR ' VALVE BOX WITH 24" COIL. TERMINATE IN THE LAST VALVE BOX. CA- REFERENCE ONLY) x SLEEVING PURPLE SCHEDULE 40 PVC - REFER TO SLEEVING LEGEND FOR QUANTITY AND BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL ""�, z � r+ H TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X BE ORANGE IN COLOR. 'k' '= '€ "°j€"'?„€ ' - r �� .; °�, , ..<,r<�' � � � CONSULTANT ( DRIP FLUSH NETAFIM TL050MFV-1 TECHLINE AUTOMATIC FLUSH VALVE WITH A 1/2 MANUAL DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. BALL VALVE -- - - -- NOT SHOWN DRIP EMITTERS BOWSMITH SL200 SERIES##SERIES 1/2" FIPT THREADED EMITTERS. ;` H' .... ....; _. „ -a �� � I '' RJM ' QT TREE IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC ##= REFER TO SHRUB AND EMITTER LEGEND FOR FLOW RATES. J�€= E DESIGN GROUP INC. PROJECT K EY M A P "<' PLANNING AND LANDSCAPE ARdHrrECTURE RISERS - REFER TO TREE IRRIGATION DETAIL. EQUIPMENT LOCATION NOTES v7„ 916Y1 CAYINO CAPIB7RAN0,BAN aUAN GP1917UN0,CA.YEe76 (WB)IGS-!MD B-WILL YIWIWLCOB # NOT SHOWN MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD © PALM IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC 4. ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VALVE BOXES These plans have been reviewed' by the Coachella Valley Water District in accordance with RISERS - REFER TO TREE_ IRRIGATION DETAIL. LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring SOLVENT WELD. ALL ON GRADE FITTINGS SHALL BE UVR. SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT efficient landscape and irrigation design in cooperation with local governing agency(City or REVISION SCHEDULE so SAGUARO CACTUS TWb (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC 3 PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL County). NO DATE DESCRIPTION RISERS - REFER TO TREE IRRIGATION DETAIL. NOT SHOWN IRRIGATION WIRE LEAD WIRE BLACK PAIGE 7001 D #14 AWG UL LISTED U.F. 600V DIRECT BURIAL VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR 'Approval of this drawing by CVWD Staff does not constitute approval to encroach into COMMON WHITE PAIGE 7001 D #14 WITH BLACK STRIPE. WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind ® RW ID SIGN RECYCLED WATER WARNING ID SIGN -T CHRISTY MODEL ID SIGN 3.512"X 18" EXTRA WIRE ORANGE PAIGE 7001 D#14 AWG TURF AREAS AT NO COST TO THE OWNER. may not be planted or installed in CVWD and USBR easements or right-of-way without first X .08" ALUMINUM WITH 1-1/2" SQ. ALUMINUM POST-2 PER CONTROLLER. ' obtaining an encroachment permit from CVWD. r. NOT SHOWN VALVE BOX RECTANGULAR CARSON 1419 - 14"X 19" WITH PURPLE LOCKING LID CONTROLLER IRRIGATION CONTROLLER - RAINMASTER i-CENTRAL IN A WALL MOUNT CIRCULAR CARSON 910 - 10" WITH PURPLE LOCKING LID Date STRONGBOX ENCLOSURE WITH ATTACHED RAIN SENSOR -JOHN DEERE Water Management Supervisor GREEN TECH SA16-RM3-36/LPP/RM-ISVC-2Y/RSE NOT SHOWN ID TAGS T CHRISTY ID-MAX-P2-RC006 PURPLE BILINGUAL RECYCLED WATER SLEEVING NOTES WARNING TAG - PER VALVE. ---- — EXISTING EXISTING 2.5" PRESSURE MAINLINE - REFER TO AS-BUILT FOR LOCATION oo IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE Development Services Supervisor DRWN: GC CHKD: SH MAINLINE — —Q MAINLINE STUB -CAP PRESSURE MAINLINE AND INCLUDE LEAD WIRES AS SHOWN, COMMON WIRE, SHALL BE SLEEVED UNDER PAVING. AND TWO EXTRA WIRES IN LOCKABLE VALVE BOX FOR FUTURE CONNECTION. oo SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE DATE: 01-01-06 PRESSURE PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2"THROUGH 3" DENOTES NUMBER OF LEAD WIRES SLEEVED. MAINLINE PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER 5.: DENOTES SIZE OF MAINLINE STUB oo PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A PROJECT NUMBER: 0527400 ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS MINIMUM 2"WIRE SLEEVE. DENOTES STATION NUMBER oo SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. 2' so DENOTES VALVE FLOW(GPM) oo PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING DENOTES VALVE SIZE THE SLEEVE. DIAL TOLL FREE IRRIGATION oo IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE 1 -800-227-2600 PLAN HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY HARDSCAPE. 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I .. � I !�",' . , " I....� ­­­��' � , I/ ' . i IA\ � -,-..---,,, - ."l....ol" ',,.,,,\ :�R , � , % 1 /y ... , \.....I'll ,,,,, I ____ " -'.1 � 6 I . �11_p I.:�: SYSTEM IS EXISTING ON THE NORTHEASTERN , , " ,,, , - ....I...I—, I — — ,,..........j I I , I ­� v 11 / \ I \ � "",", , ' r\; ;/ ,I 1, . - " .1. I ......I :. .1 -1 " I / / I -11, . -: �­­/ii,7`1,; 11- I I " t :�' CORNER OF THE PROPERTY OFF OF HOVELY LANE. , G ;�"; " � "jl­........111,111" " � r ) ......./ . I :' i � �' '�% //"I I I ' . 0 " , : . 11 , , 1.11, . _'-� .ww-* _____�\,. . 0 — - * , � ' " , .......... 11 I I. ; I — W ' r , ,"'� - / "", ......I =j , I / , ­_i� - z LU I .. THE RECYCLED WATER SOURCE HAS A DO I ci '.. � I .... .... , , t I , . 11 11 I I I I I i_/ ", " " 1, . MESTIC I I.,."; i � .1 11 " "I / , / ' T � I/ I- ` ­"'��._/ � I .1 ;: "I ..........!" �1'1 , ,,,, ­-I- I ...... ......IV ­'-­ '. ._/ < I I ? I '/_� 11.�._ / , � /��"­�­"." " I * / " o" i I 0 " ; 1 1 �'. , , " � � ., I / WATER SWIVEL INTERTIE PROVIDED BY CVWD. / " I ; � � / I I / ,, .) m1N \ I. - o I 13 / ; ,I , . � ,, 1`17 I ; I — 2 > I ; i I . ; j , " !�_"6"/...... I I � ... . 11 ; j I , � " ! � I , // /, '�'­_­F � I 11 ) �' . . , , 1� ...L_­ \j2/ "Ill' > , : ; . -.1-1 ­ - ___.­.. - - .-- _. - ___.'___' - - _ _ __ ____ _... ..... --------- _ ..... _____ - - ----. ..... '__ __.— - - _____ ."', - __....""'.'__.' _ __ ............... ..... ..... ..................I - - —.-.,..-- __ - -.,.-..,---,.-- .,- ----- - - — - '.- ---,---- _'. .- ----. ___ _ __ - - - , - -,...- __'.'._'.'.__ . . .......... ..... .... .�_--_-— - - __.... __ - --.—;,.-. - __---- - -_ ___ ' : "'.1......V! ,I , , � ;1. � ? I -1-1-111 ; �' I I . ',; ",j ," 11 � , . , - M " I 0 2 It _' ,-7— -, ­ *.....­__ - "_ ­­_­___ . .- -Z-1.1-.1-11 I'll __ ___'___-'_. -.1 _ — _ _ — - - -.----.— - - � -1 I/ -1 , , '� i ,.11, ­.� I 1 F, 11 I / ; I I 11, I d I I", / '­C�'�­---- _�� I / � : : , ­---0- �0­.......<>,-- .1 _�....... , I I" , '�____ _� . /'!"' ; ! ". � I I ". , " -, I-, L / : ; ; "� -`)LLj-­-- =`/-0--" EXISTING ',,,-,,,,/, I ! ----- ". "I ., "I"'.-I.- �'�" �. .. ; / , : � ­­­.........j,' EXISTING ­­ 0 2: _j < � : 11�' I .1.1'..."'.. I-- "I �� _", "'. ,I-_I -... i if DW/ RW CROSSING � '.�� -1 .1-1� .1- " � , -) < .j i �' "I'll, .- , , U I . ; i "". " '.1. , 10 + ."". , , , '� RECYCLED WATER SOURCE FOR THIS IRRIGATION .11, : - i - . T , '.. ....... . i ; ­­ 0� � [___ - ' r)"" ' '_' '� 71,I ..". ; I � < , Q_ 1. : . '' . r, ,..........j 1.1-1...­­ ­­ 1.1-1......­­ I I I I.....­.­ ­ ....I.,....­.......�........ 11: . .........�.........�.....�................�.......�...........�...�.........�............................................" I i�'-_ � i ._-- I� -.1.I.. .............. -. ......�.....-...-......�....-I-, I.....�.....- I-, ::'��:o..���:.�:�. .11111:. ­.­_-, F i 1� I­111.I- SYSTEM IS EXISTING ON THE NORTHEASTERN I-,....- ........�::.........­11-............ - I ", 11 Uj I...I I................- I...I......... . . I......I—........-"".......___............... .............. -.....�....................�......I.....................___.............I...................�.............�.................-,........" "I", \ I I— _­ - I/ LO I I I 1\ � / 1 i ------- ! CORNER OF THE PROPERTY OFF OF HOVELY LANE. .1.I " I J_, �, I if -A\ I ��, '��' f2 = I ",�' 1.1-1-1-......-"...-I......'.................I'll,... I....I....�....................................................... ----------_...............-...- I 4 I I----11-111,11I.I.I.I.I.I.�.1.11.1'.. ; THE RECYCLED WATER SOURCE HAS A DOMESTIC I i \ I - - _ ; /I : �m LO . ': e j : ­71 ; � : ; *// W WATER SWIVEL INTERTIE PROVIDED BY CVWD. i 0 . I A, I I i ��: // :.........................�...........­_ EXISTING � 5 rl*-_ ,i�"��i� ; I It < i ' I - ; . I �n';' ; , IV--- L i ! I ////I f\�__'...._ I .1 I ; -1--..........i7_� I . e'�"�. I 1 � / / I � I W 0 � - � j , I I I I - - ____ ____________ _____ ___ - -' - 0 , 1�1 r I - ___ ___ - �11 ______ Cn k � Uj �11� - "� LU f 11��_11"�;' I = , 11 \ A-1 I _� 1� � , _ " '," ,:��, i / �' ,' _ I'Fr'., ". ". X� IM- "V ,�.�",". �', : -""" 0 I ,� \'�;,""k , '� ' "..' "7"., ." ,- - , , ,\"," _44.1 "'�"'"� , ­"" �'��',' \'' — - - - ;:��'� ..'� ."'�' ie ';' �' o;�' ----,..,. , ", "N ll'11111�i '--k'"I " � ,Z ,"'­""'�'_"_-"111�1. .. "" � , , , . ""' \""\"�-'", IRRIGATION EQUIPMENT LEGEND IRRIGATION EQUIPMENT LEGEND (CONTINUED) "�' I I , �� Z�' ,,, _2 / IN"I" ­ _.' f7�*_1111 - "'. , �' " .", '�'h - �' "'t, 11-N.'_ N, " �.­ —.....�,\ . � ;- lell"',.. .......,I ,","� �_ " " / ' 1 1.1—,1,17f"'M' I ' I I P , mi "I j ' ­ z'f �"qx � '* , 'I-� 4" ' , � 1'5� ': , , , , SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION SYMBOL ITEM - MANUFACTURER - MODEL NUMBER- DESCRIPTION , �: ':' 41 ", , I ,, � - - I �� � '�� ...;":"�. " ? I '�'011 On't,Q., .,-'I-, I 'z�x­"�._'-,", .' . / " "�'� . . POINT OF POINT OF CONNECTION BETWEEN EXISTING IRRIGATION SYSTEM AND NEW BELOW GRADE PURPLE SCH 40 SOLVENT WELD PVC-3/4" MINIMUM. ,� , I I �%"' - , ­'.�� , I "'A , '5'&�' , ". I/'�" ''. 'X':r -,*';';"�'�. ....... - , I - '_"'�ljl"."' ''. I I , I V _� "�"4"' ­1 , , " k'�"" " '- FP—6c] � CVWD NOTE ..­ . I �".' / _ ...I , < ' "'ol' ­1 "',­ "---� IRRIGATION SYSTEM. ..".�'. RIF '­­. .: �Z^ REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR ' , "� V _'W "I'll,...�e ""�� " , , , � - ., "' _� f",'/,"""""""""- '­111��, I�' �. �,. " , �, �­':­ , , , , , , , I I 11 .1 %N�'1w,z " , � -��---7��'�z­ 1 I ." - BURIAL DEPTHS. Trees, plants,walls, sidewalks and permanent structures of any kind shall not REFER TO SHEET L-2.01 THROUGH L-2.04 FOR IRRIGATION NOTES, %'�' ," " "­­­_".....� � T, inot - - - __ __ - - . Aw--'�r_"-(� �� �� .............�_' I� I - i r ,,,, "P.- - I LEGEND,DETAILS, PRESSURE CALCULATION,AND SPECIFICATIONS. 1 14 "I', *4 ----BALL VALVE NIBCO T-585-70 FULL PORT BRASS BALL VALVE - LINE SIZE be planted, installed or built in CVWD and USBR easments or right-of-way ; .1 I----"- - 1, I I - I - -- ­­_ --I---- � I - :. �. I I ------------- DRIPLATERAL PURPLE 3/4" SCH 40 SOLVENT WELD PVC. REFER TO SHRUB EMITTER DETAIL without first obtaining an encroachment permit from CVWD. !k!��..... 11-11-1...... , '­ p ' " '_­ "I---I \"%4l � I I __ I I : , I I,l' i k��: ,- , ---"L- \1 QUICK COUPLER HUNTER 44A-LRC-A 1"QUICK COUPLER WITH PURPLE VINYL LOCKING COVER FOR BURIAL DEPTHS. : , � '-W �I e : � , -'-�-`­_"! ��'_'u -I _��J,' ' '" ___ ___ � I -­ .......... .111-111-...:__ .11, 1. �. I..,..........­'............. ... .-C '�� " i - I : , 01�11 INCLUDE TWO (2) HK-44A KEYS WITH HS1 1"X 3/4"SWIVEL PER CONTROLLER A _" ' ' Ill, -.11, 1/t I I I � ! ....p : I " j q, .11 . � . -, - �-�r . ; _�' I = r-tv" 1v r - - . �� I ; -1, T , ."' �' " I , , I -�)l '. . , " " ; - , r:::f �." - I ; , ­�: " I ," , , 4/ . ; : 11 ,- I : 4� I � 8 :� � � , ��' I" I � � , ' "" , " __4 - — DOMESTIC WATER DENOTES DOMESTIC WATER LINES ON CIVIL BASES .z" : '"" _"' I :� /' C) � DW : "I __� " i '=' =".E"' LARRY WOLFF '. � : : 11 �=�c"" l = � I I I--,-,- — ": EXTRA WIRE NOTE � E �"': f "� EXISTING VALVE EXISTING AUTOMATIC CONTROL VALVE - REFER TO AS-BUILT FOR LOCATION El� 1- "'. '� ,-'* *�' _j r ---i (D LINE ; ; k, 1,- -7 l __M—gnature g ��. 10 , ��. 10, � : : , , T I , I -c � : I = _�� I �1'5 -9784 1 I = _15 I , : - :...",,,,JU —__ � I . I�� 2WT1E;"­wl";��'z' 11. V IF, � - I = ; . I _r'��Wjl C � - " _" I : ; -" - - -_ - ��j 0 _.l N * I ! ::7 ' 2S- � �- r---- [_'___1 __1 '�, 9 08-31-08 POINT OF CONNECTION NOTE t .1 111, , . S, EXTRA WIRES SHALL BE PROVIDED FOR EACH ; i ", , � - ) ' ' 11 i ; � .:: ,,\\ qWe,e."w.f Dale : : r......1, 11� I/ : ; . I �': .= ! -?r -y , : _1�;:: ��;;� : 1; I -v 111b, D.t. I : t : � �' 1-36"', .'7_,'� '/ - �� CONTROL VALVE RAINBIRD 1 00-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE. RW— NOTES RECYCLED WATER LINES ON CIVIL BASES MAINLINE DIRECTION. ALL EXTRA WIRES SHALL BE LOOPED IN EACH I : - I Q� BEFORE START OF WORK, CONTRACTOR SHALL CONTACT ; i - : 11-3i , "Ill, ; ,� � -�__h........."I 1j,111i � ! LINE VALVE BOX WITH 24" COIL. TERMINATE IN THE LAST VALVE BOX. ; I U : 1�1 11 . - ' I- I - COACHELLA VALLEY WATER DISTRICT ADMINISTRATION FACILITY . 'P''A I'll, illl DRIP VALVE RAINBIRD 1 00-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE WITH A RAINBIRD I—� %%%\\ : t�'"IM",i i i 4��i� : I BUNDLE ALL EXTRA WIRES IN CONTROLLER. ALL EXTRA WIRE SHALL -. (?'41" 114111 111HR"', 0 MAINTENIANCE SUPERVISOR FOR LOCATION OF EXISTING CAPPED . "I" I .I I ­I QKCHK-100 FILTER AND SENNINGER 20 PSI PRESET PRESSURE REGULATOR — SS — SANITARY SEWER DENOTES SEWER WATER LINES ON CIVIL BASES BE ORANGE IN COLOR. I V 1'1w��jw"� fl, ," �a'�'a',� , p --tl 111-i- "", 41 , tq�'�'n - MAINLINES AND WIRES. CONTRACTOR SHALL TIE INTO THE EXISTING 1, : n UHM iH 019HHMHM :: ,.,..,.1 - LINE : ' 'I ; MAINLINE AND WIRE STUBS AS SHOWN ON THE PLAN. . ,7.j W1WH1I1+_ffi 0 DRIP TRANSITION TRANSITION FROM BELOW GRADE LATERAL TO DRIP LATERAL(FOR . � - :1 . L-1j. I 1, I ;HHH" REFERENCE ONLY) ____ - ______./v_`IL'1.....I ______ I . I � *I--- . -_ -I t ­---W-m1%.A �,��,�"le""P",��01AI�,�IA,l�l�l,� SLEEVING PURPLE SCHEDULE 40 PVC - REFER TO SLEEVING LEGEND FOR QUANTITY AND f_' I "11,............. =--- RJM ./',""" 'E_ "'_=7= -Ij . '� I U � �� 4A'�' "I _'�il TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X I I � SIGN GROUP INC. � — ,�; APE Ak&rMCTURE -" NNING AND [ANDSC 0 DRIP FLUSH NETAFIM TL050MFV-1 TECHLINE AUTOMATIC FLUSH VALVE WITH A 1/2" MANUAL DIAMETER OF PIPE WITH A MINIMUM OF 2" DIAMETER. - '� 31591 CAMINO CAPISMNO.SAN JUAN CAWRAND ...MCA.M675 Iv�v I 1111,(9"M-M In 0"40-IM 1 GMX.= . EQUIPMENT LOCATION NOTES BALL VALVE 'Wal' SLEEVE SIZING LEGEND '-- I " �1'111 NOTSHOWN DRIP EMITTERS BOWSMITH SL200 SERIES##SERIES 1/2" FIPT THREADED EMITTERS. 717 ALL PIPING, ABOVE GROUND EQUIPMENT, AND ANY VALVE BOXES These plans have been reviewed* by the Coachella Valley Water District in accordance with � '.1 __iL�_ 11 (D TREE IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC ##= REFER TO SHRUB AND EMITTER LEGEND FOR FLOW RATES. EV-0--"//Z-dG,� ql,Aw///, (2) 2" mvziwzllllz,o,,i�,��,17�ll�1,11111116 (2) 3 SHALL BE LOCATED IN PLANTING AREAS. NO IRRIGATION EQUIPMENT Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring RISERS - REFER TO TREE IRRIGATION DETAIL. 711 � ' jogrw (3) 2" iwoffo�l,���omi�l�,�.�ol�llllllllwl��I (3) 31f SHALL BE LOCATED IN HARDSCAPE OR IN TURF AREAS WITHOUT efficient landscape and irrigation design in cooperation with local governing agency (City or 16' NOTSHOWN MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD U "1 (4) 2" 0 wz,P117,wo (4) 3" PERMISSION FROM THE IRRIGATION CONSULTANT. GROUP ALL County). REVISION SCHEDULE � 0 PALM IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC �," NENNNISMILa9r, i�­' GALVANIZED SLEEVE TO BE MINIMUM 2X VALVE BOXES AND LOCATE IN SHRUB AREAS ONLY. CONTRACTOR *Approval of this drawing by CVWD Staff does not constitute approval to encroach into DESCRIPTION RISERS - REFER TO TREE IRRIGATION DETAIL. �' LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC "­ WILL BE RESPONSIBLE TO RE-LOCATE VALVE BOXES INSTALLED IN I �"_: I DIAMETER OF PIPE OVER TERRACE DRAIN district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind '�.'-� ,'. ,� SOLVENT WELD. ALL ON GRADE FITTINGS SHALL BE UVR. "' TURF AREAS AT NO COST TO THE OWNER. may not be planted or installed in CVWD and USBR easements or right-of-way without first (D SAGUARO CACTUS TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC ' � REFER TO IRRIGATION LEGEND FOR SLEEVE TYPE. REFER TO obtaining an encroachment permit from CVWD. "�' a ll � ,� � RISERS - REFER TO TREE IRRIGATION DETAIL. NOTSHOWN IRRIGATION WIRE LEADWIRE BLACK PAIGE 7001D#14 AWG UL LISTED U.F. 600V DIRECT BURIAL PIPES UNDER PAVING DETAIL FOR BURIAL DEPTH REQUIREMENTS. " 11 1 $ ff Al"'I il COMMON WHITE PAIGE 7001 D#14 WITH BLACK STRIPE. I - �­ 111 Date 0 RW ID SIGN RNING ID SIGN -T CHRISTY MODEL ID SIGN 3.5 12"X 18" EXTRAWIRE ORANGE PAIGE 7001D#14AWG I 'f7�,-"" Water Management Supervisor - X .08"ALUMINUM WITH 1-1/2" SQ. ALUMINUM POST-2 PER CONTROLLER. . .�izll_� "I" "', NOTSHOWN VALVE BOX RECTANGULAR CARSON 1419 - 14"X 19" WITH PURPLE LOCKING LID .1 I SLEEVING NOTES " = CONTROLLER IRRIGATION CONTROLLER - RAINMASTER i-CENTRAL IN A WALL MOUNT CIRCULAR CARSON 91 0 - 1 0" WITH PURPLE LOCKING LID LATERAL PIPE SIZING LEGEND 00 IRRIGATION PIPE AND LOW VOLTAGE CONTROL VALVE WIRE . Development Services Supervisor __jCHKD: SH STRONGBOX ENCLOSURE WITH ATTACHED RAIN SENSOR -JOHN DEERE(I �' SHALL BE SLEEVED UNDER PAVING. I I DRWN: GC � GREEN TECH SA16-RM3-361LPP1RM-1SVC-2Y1RSE NOTSHOWN ID TAGS T CHRISTY 10-MAX-P2-RC006 PURPLE 131LINGUAL RECYCLED WATER 00 SLEEVES TO BE MINIMUM TWICE THE DIAMETER OF THE PIPE ,- I I NO 1/2" PIPE PERMITTED "I . . DATE: 01-01-06 '�.!' WARNING TAG - PER VALVE. SLEEVED. ��L - — — - EXISTING EXISTING 2.5" PRESSURE MAINLINE - REFER TO AS-BUILT FOR LOCATION "" 7�7. , 3/4" MINIMUM 00 PRESSURE MAINLINE SLEEVES SHALL BE ACCOMPANIED WITH A �' PROJECT NUMBER: 0527400 '; MAINLINE t - — -.0 MAINLINE STUB - CAP PRESSURE MAINLINE AND INCLUDE LEAD WIRES AS SHOWN, COMMON WIRE, . ,I '� ,. I" AND TWO EXTRA WIRES IN LOCKABLE VALVE BOX FOR FUTURE CONNECTION. III - ill MINIMUM 2"WIRE SLEEVE. ­_ I I 1 00 SLEEVES TO EXTEND MINIMUM 12" BEYOND PAVING. V'��' , I - � .1, ,,,,,l,,,,,,,l,,,,,,,, — """ll"ll"""""1111"Ill, 11111111111111111 ��' ; PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2"THROUGH 3" ##� DENOTES NUMBER OF LEAD WIRES - 1-1/4" 00 PROTECT ALL SLEEVE ENDS TO PROHIBIT SOIL FROM ENTERING -7 . 4V I Au � MAINLINE PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER ", DENOTES SIZE OF MAINLINE STUB I 2 GL___� T_ — 1-1/2" THE SLEEVE. DIAL TOLL FREE IRRIGATION ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS 00 IRRIGATION CONTRACTOR TO COORDINATE SLEEVING WITH THE \ I ' DENOTES STATION NUMBER 1 2" �1 1 . PLAN Y, I - 4 HARDSCAPE CONTRACTOR PRIOR TO INSTALLATION OF ANY 2 I 11 ' . . -1 Ill. r DENOTES VALVE FLOW(GPM) AT LEAST TWO DAYS .1 � I DENOTES VALVE SIZE 3E 2-1/2" 00 REFER TO LEGEND FOR SLEEVE SPECIFICATION AND PLAN F iiiiililli illllilillillilillilill'.1111.11 If BEFORE YOU DIG 11 OR ' - - - ,, CALIFORNIA I I �k - --__1 I z 3" . SLEEVE SIZE MATRIX 7 7 DRAWING . � Y-T � � '�' � :�-� >__��___' I r '*""__*1�< ""', *'�< '*""__*1�< IAT L_C_ 4 M, Z4 1 � ?"'.1 Ill, I 0 10, 20' '401 NUME,ER: L= 1 w04 , I I I I I 11 I I 'll ' I i I I 1/ _. . I I � 1 - �-�� 'zil'', ' 11 - . � I I I 11 . .1 4 �' I I I 11 11_� �" 11 ,// � 4 11 , ` , , �r . � I ��': ,; I I 11 I I 1;11� ' � �;'% I / ' - �' 11 '� ." '�' 11 �11 I I � _ I �_ � I � -- � / ­­­" .11,41 q" '­� I Lai,/. ­ 11 I—, I ­ I I I - - - - I ­ ... ---_--� - _.il"_1 . �- - A " , '11 , I I/ I " " � __ . � __A_ I — I - ___ - ­.____-_---_-' ­­­­ ----,,.,,_­­ ­. __._____­ ­­�'� __��" - �_�_-,­ "''..."_ --I '­ _.'___r'- �- "___� ­-.11"I" '�_.___________4.n:F __ ­_., ,_�l_,_L; ,---t�---4-,--�i-�--..L.--�e-.n-A--��� ­­­_ _2 11 �t f Pad Desert �tcF, F .t-r FT7one. (frcarn, tl-rc ( t�+rb'"�Ft(; ;r '�,�r�F:; _'I"e�;'C;r vJ rrcJ FJt .: : 5%?`E zx r�J rr :IE it - - � f ��.� _ Print Frrr " �:enera I an ca �e� 1 I °it tier .,�� e r. )e 4ic�r rria" SHRUB AND EMITTER LEGEND IRRIGATION EQUIPMENT LEGEND . Water �Calc chart Sle ; % -F let VdiUe,l0r 5C L...'Ce fOOL1JgF t..IC�.IeA .7n Ste�J 3 -L I e I VdILies[Or We v;A-T I f-r C vdrlI Is it cp! ,:v,,%ter use t ai e() ,,. 'l'' �Jrl( PLANT WATER #OF SYMBOL ITEM - MANUFACTURER - MODEL NUMBER - DESCRIPTION vvi''l be eullor7iatr�ally _a era a.e,_I. SYMBOL PLANT SIZE QTY FACTOR USE EMITTERS FLOW .� , O AGAVE WEBERI 1 GAL. 42 0.2 LOW 1 1 GPH POC POINT OF POINT OF CONNECTION BETWEEN EXISTING IRRIGATION SYSTEM AND NEW CV dD ETO Zone 3A WEBRIS AGAVE CONNECTION IRRIGATION SYSTEM. NXLC BOUGAINVILLEA 'JAME WALKER' 5 GAL. 39 0.5 MOD 1 2 GPH BALL VALVE NIBCO T-585-70 FULL PORT BRASS BALL VALVE - LINE SIZE Total Number of Plants �659 T©taI 1VIWA 3,377.16 CO BOUGAINVILLEA QUICK COUPLER HUNTER 44A-LRC-A 1" QUICK COUPLER WITH PURPLE VINYL LOCKING COVER Irrigation System Type Square Footage Fstimated Water Use Architects O CAESALPINIA GILLIESII 5 GAL. 18 0.5 MOD 1 2 GPH INCLUDE TWO (2) HK-44A KEYS WITH HS1 1"X 3/4" SWIVEL PER CONTROLLER Square Postage Calculations YELLOW BIRD OF PARADISE Very Low Shrubs 6 [D:rip 989.23 6.83 19!A1WMCUCAMOMet-FOI.SC?,�aff- 711 FOUQUIERIA SPLENDENS 8'-9'TALL 7 0.2 LOW 1 1 GPH EXISTING VALVE EXISTING AUTOMATIC CONTROL VALVE - REFER TO AS-BUILT FOR LOCATION Tree& Shrub Square footage 108,650 -1 1CAILIEFORKIA OCOTILLO MIN. 7 CANES CONTROL VALVE RAINBIRD 100-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE. Law Shrubs 333 Drip 54,902.05 758.45 Virginia Mare T+awer Turf Spray Square Footage 0 �0470 Fou#hf11 Boulevard BAILEYA MULTIRADATA 1 GAL. 43 0.2 LOW 1 1 GPH O DRIP VALVE RAINBIRD 100-EFB-CPR-R 1"AUTOMATIC CONTROL VALVE WITH A RAINBIRD - - Low/Mod Shrubs 63 Drip 10,386.87 251.11 Rancho Cucamonga DESERT MARIGOLD QKCHK-100 FILTER AND SENNINGER 20 PSI PRESET PRESSURE REGULATOR Turf Rotor Square Footage 0 w„�,.�....ww,,,...,.,...,..._.....�..�r...,w� �...,..� ,,,u,,.,,,,H.,,...�.,..,..�,.............................�,............wv.,.,,....�.,.,.,,,,,.,, Cvlifomiu 9 1 73+D 3754 LF LEUCOPHYLLUM FRUTESCENS 5 GAL. 38 0.3 O LOW 1 2 GPH Mad Shrubs 117 Drip 19,289.91 666.21 O TEXAS RANGER ® DRIP TRANSITION TRANSITION FROM BELOW GRADE LATERAL TO DRIP LATERAL (FOR Waterfeature Still Square Footage 0 1 tel: 909-987-0909 OPUNTIA BASILARIS 5 GAL. 23 0.2 LOW 1 1 GPH REFERENCE ONLY) I Mod/Hi Shrubs Drip 0 0 fioacc 909-980-9980 O BEAVERTAIL CACTUS MIN. 5 PADS Q DRIP FLUSH NETAFIM TL050MFV-1 TECHLINE AUTOMATIC FLUSH VALVE WITH A 1/2" MANUAL Waterfeature Moving Square Footage Fo_� BALL VALVE .�.,.,.,.,.H. HESPERALOE PARVIFLORA 1 GAL. 20 0.2 LOW 1 1 GPH " High Shrubs Drip 0 0 " + Gross Square Footage 108,650 ���, RED YUCCA Q TREE IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC ENCELIA FARINOSA 1 GAL. 13 0.2 LOW 1 1 GPH RISERS - REFER TO TREE IRRIGATION DETAIL. Low Trees �41 I Fulers 6,759.71 112.06 EF BRITTLE BUSH Less Allowable Boulder/Cobble © PALM IRRIGATION TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC Square Footage Low/Mod Trees E:= Bublers 4,121.78 119.58 LARREA TRIDENTATA 5 GAL. 21 0.2 LOW 1 1 GPH RISERS - REFER TO TREE IRRIGATION DETAIL. ® CREOSOTE BUSH , ` sD SAGUARO CACTUS TWO (2) EQUALLY SPACED RAINBIRD 1401 BUBBLER NOZZLES ON PVC Boulder and Cobble instructions- If the Mod Trees 59 F9,727.39 403.14 CARNEGIA GIGANTEA 9'TALL 2 0.2 LOW 2 0.25 GPM RISERS - REFER TO TREE IRRIGATION DETAIL. total amo. ant cif r'ouIcuer t nc cobk�I arya _._.._ _ ___..._ _._.... _........ without plant material is greater than 5% of Mod/Hi Trees Dri 0 0 �-DI SAGURO CACTUS W/ARMS 4� ST �t ® RW ID SIGN RECYCLED WATER WARNING ID SIGN -T CHRISTY MODEL ID SIGN 3.512"X 18" the total lanc1sc aped area it may be Used to - - - DASYLIRION LONGISSIMA 5 GAL. 32 0.2 LOW 1 1 GPH X .08"ALUMINUM WITH 1-1/2" SQ. ALUMINUM POST-2 PER CONTROLLER. adjust the overall landscape area. High Trees 15 Bublers 2,473.07 163.99 MEXICAN GRASS TREE 0 CONTROLLER IRRIGATION CONTROLLER - RAINMASTER i-CENTRAL IN A WALL MOUNT DASYLIRION WHEELER 5 GAL. 20 0.2 LOW 1 1 GPH STRONGBOX ENCLOSURE WITH ATTACHED RAIN SENSOR -JOHN DEERE Total Plants 1659 O DESERT SPOON GREEN TECH SA16-RM3-36/LPP/RM-ISVC-2Y/RSE Net Square Footage 108,650 " ENCHINOCACTUS GRUSONII 8 DIA MIN. 74 0.2 LOW 1 1 GPH p EXISTING EXISTING 2.5" PRESSURE MAINLINE - REFER TO AS-BUILT FOR LOCATION Total Tree and Shrub EWU 2,481.37 � GOLD BARREL CACTUS MAINLINE J LG LEUCOPHYLLUM CANDIDUM 5 GAL. 25 0.3 LOW 1 2 GPH PRESSURE PURPLE CLASS 315 PRESSURE MAINLINE FOR PIPE 2"THROUGH 3" Total Waterfeature EWU 0 VIOLET SILVERLEAF MAINLINE PURPLE SCH 40 PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER MUHLENBERGIA LINDHEIMERI 5 GAL. 60 0.5 MOD 1 2 GPH ALL PIPE TO BE SOLVENT WELD REFER TO TRENCHING DETAIL FOR DEPTHS Total Turf EWU 0 LINDHEIMER MUHLEY BELOW GRADE PURPLE SCH 40 SOLVENT WELD PVC -3/4" MINIMUM. Total Estimate Water Use 2,481.37 Lim SALVIA CLEVELANDII 5 GAL. 21 0.2 LOW 1 1 GPH LATERAL REFER TO PLAN FOR SIZES AND TRENCHING DETAIL FOR �O BURIAL DEPTHS.CHAPARRALSAGE ------------- rr DRIP LATERAL PURPLE 3/4 SCH 40 SOLVENT WELD PVC. REFER TO SHRUB EMITTER DETAIL CEREUS HILMANNIANUS 5 GAL. 6 0.1 VERY 1 1 GPH O HILDMANN'S CEREUS W/3 ARMS LOW FOR BURIAL DEPTHS. O Q i� MACFADYENA UNGUIS-CATI 5 GAL. 15 0.2 LOW 1 1 GPH DW DOMESTIC WATER DENOTES DOMESTIC WATER LINES ON CIVIL BASES T/►A►D �r�//�T ��'+ pC C�'+TI�A�T' WATER CONSERVATION CONCEPT STATEMENT STAKED LINE CVWD WATER! USAGE ESTIMATION'►1 1 OFFICE Q W YELLOW TRUMPET VINE COACHELLA VALLEY WATER DISTRICT Q W ♦- Palm Desert Administrative Building Tract or Parcel Number: 632-030-003,632-030-036 RW RECYCLED WATER DENOTES RECYCLED WATER LINES ON CIVIL BASES Project site: r , LINE CATEGORY UNITS LOW SHRUB MED SHRUB LOW TREE MED TREE Palm Desert,Ca LU U YEARLY ETo **' Inches / Year 75.00 75.00 __75.00____ 75.00 Project Location: SS SANITARY SEWER DENOTES SEWER WATER LINES ON CIVIL BASES AREA OF HYDROZONE (LA) _ Square Feet 55,891-- 29,677 6,760 16,322 Architect/Irrigation Designer/Contractor:ner/Contractor: RJM/Water Concern z ., TREE A N D BUBBLER LEGEND Landscape ArchitecUlrri g LINE PERCENT AREA USE 51% 27% 6% 15% Included in this project submittal package are:(Check to indicate completion) J X 1. Maximum Annual Applied W PLANT WATER #OF YEARLY AVG PLANT FACTOR (PF) 0.20 0.50 0.20 0.50 � pp ed Water Allowance: J SYMBOL PLANT SIZE QTY FACTOR USE BUBBLER FLOW �' m X �...�... SLEEVING PURPLE SCHEDULE 40 PVC - REFER TO SLEEVING LEGEND FOR QUANTITY AND �- Percentageo o - 90% Conventional Landscape: ESTIMATED EFFICIENCY (IE) 90/0 90/a 90/ 3,377 hundred cubic fee/year TYPE. ALL PIPING AND WIRES UNDER PAVING TO BE SLEEVED MINIMUM 2X HCF/ Year 772 1,025 93 564 +Recreational Turfgrass Landscape: N/A 100 cubic feet/year .__I w J WASHINGTONIA ROBUSTA 20 B.T. 9 0.8 HIGH 2 O.25 GPM DIAMETER OF PIPE WITH A MINIMUM OF 2 DIAMETER. ESTIMATED ANNUAL APPLIED WATER - Maximum Annual Applied Water Allowance: W Gallons /Year 577,540 766,656 69,853 421,652 3,377 hundred cubic feet/year > Q MEXICAN FAN PALM USAGE PER ZONE (EAAWU) - NOT SHOWN DRIP EMITTERS BOWSMITH SL200 SERIES##SERIES 1/2" FIPT THREADED EMITTERS. Ac Ft. / Year 1.77 2.35 0.21 1.294 O ##= REFER TO SHRUB AND EMITTER LEGEND FOR FLOW RATES. TOTAL ESTIMATED ANNUAL APPLIED HCF/Year 2,454 X 2. Estimated Annual Applied Water Use by Hydrozone: WATER USAGE (EAAWU) Gallons / Year 1,835,701 Turfgrass Hydrozones: N/A 100 cubic feet/year Q = J Q NOT SHOWN MAINLINE FITTINGS ALL PRESSURE MAINLINE FITTINGS TO BE SCHEDULE 40 PVC SOLVENT WELD Ae Ft. / Year 5.634 Recreational Turfgrass Hydrozones: N/A 100 cubic feet/year u' ^ Q J Very Low Plant Hydrozones: 7 100 cubic feet/year PHOENIX DACTILYFERA 20' B.T. 6 0.8 HIGH 2 O.25 GPM MAXIMUM ANNUAL APPLIED WATER HCF/ Year 4,053 Low Plant Hydrozones: 870 100 cubic feet/year Q r J DATE PALM LATERAL FITTINGS ALL NON-PRESSURE LATERAL LINE FITTINGS TO BE SCHEDULE 40 PVC Gallons /Year 3,031,335 Medium Plant Hydrozones: 1,440 100 cubic feet/year W ALLOWANCE (MAAWA) High Plant Hydrozones: 164 100 cubic feet/year SOLVENT WELD. ALL ON GRADE FITTINGS SHALL BE UVR. Ae Ft. / Year 9.30 Water Features: N/A 100 cubic feet/year V L FORMULAS TOTAL LANDSCAPE AREA Estimated Annual Total Applied Water Use: 2 I Other N/A loocubicfeeUyear �+ NOT SHOWN IRRIGATION WIRE LEAD WIRE BLACK PAIGE 7001 D #14 AWG UL LISTED U.F. 600V DIRECT BURIAL - 481 hundred cubic feet/year rr COMMON WHITE PAIGE 7001 D #14 WITH BLACK STRIPE. MAAWA = Eto x .60 x LA x .62 108,650 SQ. FT. Q PROSOPIS HYBRID PHOENIX 24 BOX 18 0.2 LOW 2 0.25 GPM EAAWU - Eto x PF x LA x .62/ IE 2.49 ACRES X 3. <MAAWA PHOENIX MESQUITE EXTRA WIRE ORANGE PAIGE 7001 D#14 AWG - EATAWU LU O X 4. Landscape Design Plan U NOT SHOWN VALVE BOX RECTANGULAR CARSON 1419 - 14" X 19" WITH PURPLE LOCKING LID *** Yearly ETo obtained from ... CVWD ETo ZONE 3A Cn CIRCULAR CARBON 910 - 10" WITH PURPLE LOCKING LID X 5. Irrigation Design Plan ACACIA CRASPEDOCARPA 24" BOX 20 0.2 LOW 2 0.25 GPM NOT SHOWN ID TAGS T CHRISTY ID-MAX-P2-RC006 PURPLE BILINGUAL RECYCLED WATER X 6. Grading Design Plan Q LEATHER-LEAF ACACIA WARNING TAG - PER VALVE. 7. Soil Chemical Analysis(optional) Description of Project: (Briefly describe the planning and design actions that are intended to achieve conservation and MAINLINE STUB - CAP PRESSURE MAINLINE AND INCLUDE LEAD WIRES AS SHOWN, COMMON WIRE, efficiency in water use.): AND TWO EXTRA WIRES IN LOCKABLE VALVE BOX FOR FUTURE CONNECTION. During the generation of the construction drawings,the following actions were ACACIA WILLARDIANA 24" BOX 16 0.3 LOW/ 2 0.25 GPM DENOTES NUMBER OF LEAD WIRES taken to help achieve water use efficiency and conservation. • MOD DENOTES SIZE OF MAINLINE STUB Plant material with medium or low water requirements were selected. PALO BLANCO 5r There are no Turf areas. Shrub areas are irrigated with point source drip irrigation. DENOTES STATION NUMBER Irrigation system is designed by micro climate and using rain sensors. 2" s DENOTES VALVE FLOW(GPM) Controller has multiple stations and run times to ensure each micro climate recieves only the water it requires. a DENOTES VALVE SIZE Controller has evapotranspiration(ET)based scheduling and flow sensing. DALBERGIA SIS00 24" BOX 24 0.5 MOD 2 0.25 GPM Date: April 1,2009 Prepared by: Garry Collins DSCApE INDIAN ROSEWOOD -`1� � mA;', Pt.1 PN LICFN q�(' SF yi LARRY WOLFF N rr C-9784 5 a ignature o TIPUANA TIPU 24 BOX 13 0.5 MOD 2 0.25 GPM '%9 - P .� Q = pgal-n-Wpq ti OS-31-08 \ ene�1-w ate TIPU TREE Ar ��`�C _`^ 9T� o��o�� its F CAS CONSULTANT QUERCUS VIRGINIANA 24" BOX 8 0.5 MOD 2 0.25 GPM SOUTHERN LIVE OAK RJM DESIGN GROUP INC PLAN AND LANDSCAPE Aik&rrEMURi Mn o mooMMO «-NO . *A%=� These plans have been reviewed" by the Coachella Valley Water District in accordance with 0 CHITALPA X TASHKENTENSIS 24" BOX 14 0.5 MOD 2 0.25 GPM Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring CHITALPA efficient landscape and irrigation design in cooperation with local governing agency (City or REVISION SCHEDULE County). NOI DATE I DESCRIPTION 'Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind ACACIA ANEURA 24" BOX 3 0.2 LOW 2 0.25 GPM may not be planted or installed in CVWD and USBR easements or right-of-way without first MULGA obtaining an encroachment permit from CVWD. Date Water Management Supervisor EUCALYPTUS KRUSEANA 24" BOX 9 0.3 LOW I 2 0.25 GPM KRUSE'S MALLEE MOD Development Services Supervisor DRWN: GC IC HKD: SH DATE: 01-01-06 PROJECT NUMBER: 0527400 IRRIGATION DIAL TOLL FREE LEGENDS AND 1 800 227 2600 AT LEAST TWO DAYS NOTES BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING L=2moi NUMBER: PROGRAMMING SCHEDULE DURING ESTABLISHMENT CITY OF PALM DESERT INSPECTION SCHEDULE GENERAL IRRIGATION NOTES TO THE LANDSCAPE CONTRACTOR 1. SLEEVING/GRADING 1. THE IRRIGATION CONTRACTOR SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE" COACHELLA VALLEY WATER lopp a. SLEEVE DIAMETER, TYPE, DEPTH AND LOCATION DISTRICT GENERAL LANDSCAPING GUIDELINES AND IRRIGATION SYSTEM DESIGN CRITERIA". THESE RULES AND CONTROLLER 'A' b. SOIL SURFACE DRAINAGE, ELEVATIONS AND TRASH REGULATIONS ARE INCORPORATED INTO AND MADE A PART OF THE IRRIGATION SPECIFICATIONS, AND THEIR (INCLUDING WEEDS & RUBBLE) PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. ANYTHING CONTAINED IN THE IRRIGATION SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE -- 2. HARDSCAPE/BOULDERS-COBBLE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. IRRIGATION SPECIFICATIONS AND DRAWINGS CALL FOR SEASONAL PERIOD JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC a. SIDEWALK AND WALL LAYOUT DESCRIBED MATERIALS AND WORKMANSHIP, HOWEVER ALTERNATIVE MATERIAL AND SPECIAL IDENTIFICATION MAY BE L C_oo Shrub Rooting Depth 4" SEASONAL DAILY ETo .10 .21 32 .30 .21 .09 b. UTILITIES LOCATION USED WHEN APPROVED. c. BOULDER TYPE, SIZE, WEIGHTS AND PLACEMENT 3. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHOWN WITHIN PAVED AREAS IS FOR DESIGN Depletion Factor Op/° CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS ONLY. ric 1-4 a 3. IRRIGATION SYSTEM ROUGH - IN 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD _ a. TRENCH DEPTH AND LOCATION THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST. SUCH OBSTRUCTIONS R NMCUCAdf hWA-F+?LS M- ynUff Soil Type(Textural) Loam b. PIPE SIZE AND CLASS OR DIFFERENCES SHOULD BE NOTIFIED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE IRRIGATION SOUT QWg,ORNU Field Capacity 22%° C. PRESSURE TEST (125 PSI FOR 6 HOURS) CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND Virginia Dare Tower Permanent Will Point 10% 4. PLANT MATERIAL (TREES & SHRUBS) SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY 10470 Foothill Boulevard a. CONDITION WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED Rancho Cucamonga APparant Specific Gravity 1,40 CYCLES PER WEEK-SHRUBS 3 4 1 5 5 4 2 b. TYPE ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION. IN THE EVENT California 91730-3754 C. PLACEMENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. tel; 909-987-0909 RUN TIMES 5. GROUND COVER (DECOMPOSED GRANITE) 6. AUTOMATIC CONTROLLERS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS AND INSTALLED WHERE SHOWN. faw 909 980-9980 IRRIG ADJ a. TYPE CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO THE MAINLINE. ELECTRICAL SERVICE TO THE TA PLANT TYPE 'S I^ Water Usage Kc SPRINKLER TYPE MICRO CLIMATE. MICRO ADJ FACTOR PRECIP infhr SPKLR EFFIC. ROOT DEPTH in N FEB MAR APR MAY N .( � ( } PCT JAN JUN JUL AUG S�OCT NOV DECI3EC b. DEPTH AND SPACING CONTROLLER SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ° c. COMPACTION MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER, rVII 1 Tree Moderate Rainbird 14 1 r Full n 7. ALL CONTROLLER WIRE SHALL BE AW F DIRECT 0 50 0 Bubble u Su 100f° 3.00 9O1° 4 111 /° 4 5 5 4 3 G U C BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE �., 6. FINAL WITH PENTITE CONNECTORS OR APPROVED EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE 2 Drip F�odera� 0,50 Bowsn�th SL200 Full Sun 100% 0.36 90% 4 111% 22 34 41 39 34 28 a. IRRIGATION. COLOR. ALL WIRE SHALL BE INSTALLED WITH TWO FEET OF EXTRA WIRE COILED AT THE END OF EACH WIRE RUN. 3 Tr ee _..Low 0.20 _ Rainbird 1401 Bubbler Full Sun 100% 3,00 901, 4 111 r, 1 2 2 2 2 1 I. VALVES, BOXES AND WIRING 8. IRRIGATION EQUIPMENT INCLUDING BACKFLOW PREVENTION DEVICE, e " _ _ ) 0 CE, SHALL BE INSTALLED AT THE APPROXIMATE ,•,. 4 Palm High 0.80 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 4 111% 4 7 8 7 IL) CONTROLLER OPERATION AND SCHEDULE LOCATION INDICATED ON THE PLAN AND APPROVED PRIOR TO INSTALLATION. INSTALLATION SHALL CONFORM TO ALL III. SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE CODES REGULATIONS AND MANUFACTURERS' PE IFI ATI N . 5 S. Cactus Very Low O.to Rainbird 1401 Bubbler Full Sun 100°/° 3,00 900f0 4 111°° See Note Below for Saguaro Cactus Irrigation Schedule ) S C C 0 S � FLOW RATE AND QUANTITY PER PLANT. 9. ALL VALVES (REMOTE CONTROL, BALL VALVE, QUICK COUPLER) SHALL BE INSTALLED IN A PRECAST VALVE BOX WITH 6 Palm High 0.80 Rainbird 1401 Bubbler Full Sun 100% 3,00 90'/0 4 111% 4 7 8 8 7 5 IV. OVERALL OPERATION PURPLE LOCKING 2-INCH OC NG LID (MANUFACTURED BY BROOKS, CRISTY OR EQUAL). THE LIDS SHALL BE EMBOSSED WITH 2 INCH 7 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun 100% 100 90% 4 111%° 1 2 2 2 2 1 V.) AS BUILT HIGH INITIALS DESIGNATING THE CONTENTS OF THE VALVE BOX(I.E., RVC, BV, QCV, ETC.). 8 Drip Moderate 0.50 ° 0.50 Bowsmth SL200 Full Sun 100% 0.36 90% D'I's b. TREE STAKING 10. ALL MAINLINE, LATERAL LINES AND IRRIGATION WIRE SHALL BE INSTALLED IN SCH 40 PVC PIPE SLEEVING WHERE THEY 4 111 /° 22 34 41 39 34 28 C. OVERALL PASS UNDER DIRT ROADS AND PAVED AREAS. MAINLINES AND LATERAL LINES SHALL BE SLEEVED IN SCH 40 PVC PIPE 9 Tree Moderat 0,50 Rainbird 1401 Bubbler Full Sun 100% 3,00 90% 4 111% 3 4 5 5 4 3 TWICE THE DIAMETER OF THE WORKING LINE. IRRIGATION CONTROL WIRE SHALL BE SLEEVED IN SCH 40 PVC PIPE 1-INCH 10 Drip Modern 0,50 Baawsnith SL200 Full Sun t00% 0,36 90'I° 4 111% 22 34 41 39 34 28 DIAMETER PER TEN STRAND DIRECT BURIAL WIRE. 11 Tree Moderate 0,50 Rainbird 1401 Bubbler Full Sun 100% 3,00 90%° 4 111% 3 4 5 5 4 3 11. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENITRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN 12 Tree Law 0,20 Rainbird 1401 Bubbler Full Sun 100% 3.00 90ti/° 4 111% 1 2 2 2 1 WORKMANSHIP AND MATERIALS BEFORE FINAL ACCEPTANCE. H C PIPE. 13 Tree LOW 0,20 Rainbird 1401 Bubbler Full Sun 100% 3,00 9090% 4 111% A. ALL RISERS SHALL BE SC 80 PV 2 2 2 2 1 B. ALL PIPE FITTINGS SHALL BE PVC SCH 80, EXCEPT AS NOTED IN DETAILS. 14 Drip Moderate 0.50 Bowsn�ith SL200 Full Sun 100% 0.36 90% 4 111% 22 34 1 89 28 IRRIGATION PRESSURE CALCULATION TABLE C. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT VALVES � 15 Tree Moderate 0.50 Rainbird 1401 Bubbler Full Sun 100%° 3.00 90% 4 111% 3 4 5 5 4 3 t, AND ON ALL RISER THREADS. Water Meter No. #1 Size 2.50 12. ALL PRESSURE MAINLINES SHALL BE BURIED 24 INCHES DEEP, AND ALL NON-PRESSURE LATERALS 9 INCHES DEEP. 16 }rip Madera 0.50 Bowsnith SL200 Full Sun 100°!° 0.36 _ 90%_ 4 111% 22 34 41 39 34 28 Hydraulic Gradient � - - TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE 17 Tree Moderate 0,50 Rainbird 1401 Bubbler Full Surf 100°i° 3.00 900r0 4 111°% 3 4 5 5 4 3 Elevation of Meter 215.0' EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. U 18 Tree Low 0,20 Rainbird 1401 Bubbler Full Sure 100%Q 3.00 9010« 4 111 1 2 2 2 2 1 Static Pressure 125.0 psi 13. THE CONTRACTOR SHALT_ NOT ALLOW OR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, F 19 Tree Moderate 0,50 Rainbird 4401 Bubbler Full Sur, 100% 3.00 90%0 4 111% 3 4 5 5 4 3 Source of Information Coachella Valley Water District TESTED AND APPROVED. a Phone Number (760) 398 2651 14. PRIOR TO BACKFILLING IRRIGATION TRENCHES: ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE 2Q Tree Low 0.20 Rainbird �401 Bubbler Full Sun 100% 3.00 90% 4 11 t�/° 1 2 2 2 2 1 Date of Information 4/7/2008 TESTED AT 125 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING 21 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun. 1001° 3,00 9O f° 4 111 /° 1 2 2 2 2 1 PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. - --�- - --�-------- �-�---�--- ----�----� Basis for Calculation Longest Run/Highest hest Elevation/Hi hest Flow C 22 Drip Moderate 0.50 Bowsn*SL200' Full Sun 100% 0.36 90%° 4 111°l� 22 34 41 39 34 2$ g g g 15. WHEN THE IRRIGATION SYSTEM IS COMPLETED THE CONTRACTOR SHALL PERFORM A COVERAGE TES T ST TO ENSURE Z 23 Tree Moderate 0.50 Rainbird 1401 Bubbler Full Sun 100°!0 3,00 90%° 7 111%fl 3 4 5 5 4 3 COMPLETE AND ADEQUATE COVERAGE OF THE PLANT ROOT AREA. THE CONTRACTOR SHALL FURNISH ALL MATERIALS Remote Control Valve A15 Size 1.00 AND PERFORM ALL WORK REQUIRED TO CORRECT INADEQUACIES OF COVERAGE AT HIS OWN COST. 24 Tree Modera� 0,50 Rainbird 1401 Bubbler Full Sun 100�1° 3.00 90°I� 7 111% 3 4 5 5 4 3 Demand 7 GPM O 0 25 Tree Low 0,20 Rainbird 1401 Bubbler Full Sun 100% 3.00 1 90% 7 111% 1 2 2 2 2 1 Elevation of highest head 215.0' U 26 DripModerate 0.50 Bowsnith SL200 Full Sun 100% 0.36 90% 4 111% 22 34 41 39 34 2$ QTY. SIZE ITEM PSI LOSS Q W r N n ri MaintenanceI . W uB � Car h l irn r Cactus Note., Co tracto Crew shall ate Saguaro� Cactus when needed. During summer months,i i �r`l irrigate r' Q g g g the su me t s advised to gate twice a month. During the winter months,it is advised to irrigate Once a month Or less. Ultimately,the Contractor/Maintenance 20 2.5o Service Line Copper 0.19 GENERAL IRRIGATION NOTES Q Crew shall monitor the climate and cactuses t0 determine the irrigation reeds. DO NOT OVER WATER SAGUARO CACTUS! 1 2.50" Water Meter 0.10 W U Q 1 2.00" Basket Strainer 7.00 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE 4 2.50" Ball Valves 0.40 SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE z SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER Q PROGRAMMING SCHEDULE DURING MATURITY Y 1 2.00„ Master Valve 1.00 PAVING. Uj Uj 1 2.00 Flow Sensor 1.00 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL W W LU J 500' 2.00" Mainline PVC 0.29 BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL _j W J 915' 2.50" Mainline PVC 0.21 BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. CONTROLLER 'A' AVG. Lateral Line Loss PVC 4.00 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BASKET STRAINER OR THE R.P. BACKFLOW W Q Q 1.00" Automatic Control Valve 0.50 PREVENTOR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET TRAINER R O Fittings Loss (10/°) 1.45 S 0 THE R.P. BACKFLOW SHALL BE Elevation Chan e APPROVED BY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT PRIOR TO INSTALLATION. = J Q SEASONAL PERIOD JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC g 5. 117 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION Shrub Rooting Depth 7" SEASONAL DAILY ETo .10 .21 .32 .30 .21 .09 Total System Losses 16 psi n ELECTRICAL CODES.CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. PER LOCAL J � r � Depletion Factor 30% Pressure Required to operate Emitter 25 psi LO W 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. ON SLOPE, L. I IRRIGATION HEADS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE PLANT,Pressure Required without Residual 41 psi 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM Soil Type(Textural) Loam Static Pressure at Water Meter 125 psi COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. Q Field Capacity 22°,° Residual Pressure 84 psi 8. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN Uj 0 CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. Permanent Wilt Point 10%° 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR W Apparent Specific Cavity 1.40 CYCLES PER WEEK"SHRUBS 3 4 5 5 4 1 OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR uj THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE PLANS. RUN TIMES CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT THE ACTUAL PRESSURE READING IRRIG ADJ AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF STA PLANT TYPE Water Usage Kc SPRINKLER"TYPE MICRO CLIMATE MICRO ADJ FACTOR PRECIP(in/hr) SPKLR EFFIC. ROOT DEPTH(in) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC WORK. PCT 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD J 1 Tree Moderate 0,50 Rainbird 1401 Bubbler Full Sun 100%° 3,00 90%° 7 111% 3 4 5 5 4 7 THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA EXIST THAT ARE NOT SHOWN 2 DripMode 0 5 Bowsn* SL200 Full Sun 100%° 0 36 90°�t 7 111° ON THE PLANS. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S /° 22 34 41 39 34 '' AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR 3 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 7 111°/Q 1 2 2 2 2 3 SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4 Palm High 0,80 Rainbird 1401 Bubbler Full Sun 100%° 3.00 90%° 7 111% 4 7 1 8 1 8 1 7 1 11 12. ALL SPRINKLER EQUIPMENT NOT DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S ° ° 7 111% *See Note Below for Saguaro Cactus Irrigation Schedule RECOMMENDATIONS AND SPECIFICATIONS. 5 S.Cactus Very Low 0.10 Rainbird 1401 Bubbler Full Sun 100 f° ,00 90 f° .. , tt 13. THE IRRIGATION CONTRACTOR SHALL INSTALL KBI SERIES ANTI DRAIN VALVES ON ALL HEADS IN AREAS WHERE FINISH �� A} t �P�IDSCAo Palm High0.80 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 7 111% 4 7 8 8 7 11 _ �' �� -..�.._ __ �..�.-.. GRADE EXCEEDS 4.1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION SYSTEM OCCURS OR AS DIRECTED 7 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun 100% 3,00 90%° 7 111% 1 2 2 2 2 3 BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ° ° ° 14. THE CONTRACTOR SHALL PROVIDE PRESSURE COMPENSATION SCREENS PCS AS NECESSARY TO ELIMINATE LARRYWOLFF 8 Drip Moderate 0,50 Bowsmilh SL200 Full Sun 100% 0.36 90!° 7 111 I° 22 34 41 39 34 56 ( ) i +U9700Y 1 % Q ignature 9 Tree Moderate 0.50 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 7 111% «� OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. (f� pq/�p/�ppy 3 4 5 5 4 7 i 08-31-08 = ene�t waf ate 15. SHRUB HEADS AND RISERS MAY BE SUBSTITUTED FOR POP-UP HEADS IN PLANTED AREAS EXCEPT WHERE ADJACENT '% 9 �_= ) .� 10 Drip Moderate 0.50 Bowsmilh SL200 Full Sun 100%° 0.36 90% 7 111%° 22 34 41 39 34 56 TO TRAFFIC AREAS SUCH AS WALKS, CURBS, TURF LINES, MONUMENTS, FOUNTAINS, OR SIGNAGE. REFER TO Date 0 11 Tree Moderate 0.50 Rainbird 1401 Bubbler Full Sure 100% 3.00 90% 7 111% 3 4 5 5 4 7 INSTALLATION DETAILS. ftttt ���....rr�1 OF CA\ \ 12 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun 100% 3.00 90°1 ° 16. ALL IRRIGATION IS TO ABIDE BY THE RELATIVE REGULATIONS IN TITLE 22 AND TITLE 17 SPECIFICATIONS. 7 111 /° 1 2 2 2 2 3 CONSULTANT 13 Tree Law 0,20 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 7 111% 1 2 2 2 3 14 Drip Moderate 0,50 Bowsnnilh SL200 Full Sun 100% 0.36 90% 7 111% 22 34 41 39 34 56 RJM 15 Tree Moderate 0.50 Rainbird 1401 Bubbler Full Sun 100% 3.00 90%° 7 111% 3 4 5 5 4 7 DESIGN GROUP INC. PLANNING AND LANDSCAPE ARCNITECPURE 16 Drip Moderate 0.50 Bowsrrith SL2O0 Full Sun 100% 0.36 90% 7 111°�° 22 34 41 3934 55 is put mx 04 wee-M s ru�rmMCLa=I 17 Tree Moderate 0.50 Rainbird 1401 Bubbler Full Sun 100% 3.00 90%° 7 111% 3 4 5 5 4 7 These plans have been reviewed* by the Coachella Valley Water District in accordance with 18 Tree Low 0.20 Rainbird 1401 Bubbler Full Surf 100% 3.00 90% 7 111% 1 2 2 2 2 3 Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring 19 Tree Moderatea 0.50 Rainbird 1401 Bubbler Full Sun ICO% 100 90% 7 111% 3 4 5 5 4 7 efficient landscape and irrigation design in cooperation with local governing agency (City or REVISION SCHEDULE 20 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 7 111111% 1 2 2 2 2 3 County). NO DATE DESCRIPTION 21 Tree Low 0.20 Rainbird 1401 Bubbler Full Sun 100% 3.00 90% 7 111 1 2 2 2 2 3� 'Approval of this drawing by CVWD Staff does not constitute approval to encroach into 22 Drip Moderate 0.50 Bowsrrilh SL200 Fuld Sun 100% 0.36 90% 7 111% 22 34 41 39 34 56 district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first � Tree Madera 0,50 Rainbird 1401 Bubbler Full Sun 100% 3,00 90% 7 111% 3 4 5 5 4 7° ° obtaining an encroachment permit from CVWD. 24 Tree Moderate 0,50 Rainbird 1401 Bubbler Full Sun 1C0°, 3.00 90/° 7 111%l° 3 4 5 5 4 7 25 Tree Low 0,20 Rainbird 1401 Bubbler Full Sun 100%° 3,00 90% 7 111%° 1 2 2 1 2 2 1 3 Date 28 Drip Moderate 0,50 Bowsrrilh SL200 Full Sun 100% 0.36 90% 7 111% 22 34 1 411 1 39 34 1 56 Water Management Supervisor Sa 3r� Cactus ate: Co tr actorr Maintenance C irrigate gate Saguaro Cactus when needed During the summer months,it is advised to irrigate twice a month. During the winter months, it is advised to irrigate once a month or less. Ultimately,the Contractor; Maintenance Crew shall monitor the climate and cactuses to determine the irrigation needs. DO NOT OVER WATER SAGUARO CACTUS!' Development Services Supervisor DRWN: GC 1CHKD: SH DATE: 01-01-06 PROJECT NUMBER: 0527400 IRRIGATION DIAL TOLL FREE 1 -800-227-2600 LEGENDS AND AT LEAST TWO DAYS NOTES BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING L=102 NUMBER: Architects Virginia Dare Tower 10470 Foothill Boulevard \�nor unc t i } \�nor unc t i �o�unc t io4 ion unc t ion Rancho Cucamonga 0 12 14 2 3 Califvmia 9 T 73C1-3754 6 6 z m 13 - 4 - m } 1 4 tel: 909-987-0909 T o ZO �Si �S p F N i i I 11---� 5 7 fvx• 9C9 9$0�-95�$0 ��irl il..,.,..,.T i'iT :: ... _•'.�.�_:. �.,...f�, � = m Y -� LLI Z 2 4 .- FINISH GRADE �;::; ! t11E i"r� �� o FINISH GRADE { 2 T CA p i !. J it, Z �, ( ;. LLI �_�_..<.a.,,�' ' �" FINISH GRADE10 ., i 10 i i, . II Ji s ,• ,, ..,, { _fir,-.,, _:,;€i, ..,_: ,,.,...L,{ F. . � I� _, if i e 1. � a 8 F} j 8 E: , 1I E • (T 9 7 10 10 z ._. .;:= 6 7 3 0 t__-E€ iT,-�...i...z. El Til , 1� Uj 4 it , ♦ f } 00 W 7 " :: iJ.: if 1,11 iE- 5 4 8 ,T'i s F- 1 a (--_:S 3 I ti....__.., E F o� f i 6 I` g �.......... III :..........<,, ' _--:�,,r;�`-__'�:ITr.-....-- ---- _ . 7 "r - -:, :.W: ;; �.�__�_ ._l r:=:r: €. __j 15 15 13 12 12...-...... 10 6 ] O f E-----�' 8 11 g PURPLE VALVE BOX-BRAND WITH CONTROLLER PURPLE VALVE BOX-BRAND WITH CONTROLLER ] 8 O LETTER AND STATION NUMBER. (IE:'A24') O AND STATION NUMBER. (IE:'A24') O PRESSURE MAINLINE SOLVENT WELD SLIP ELL 01BRASS ACME THREAD QUICK COUPLER WITH MAINLINE TEE OR ELL FITTING WITH BUSHING TO O DRIP CONTROL ZONE KIT-VALVE,FILTER,AND O PRESSURE MAINLINE SOLVENT WELD SLIP ELL O AUTOMATIC CONTROL VALVE-SEE LEGEND FOR O PRESSURE MAINLINE PIPING,LENGTH AS PURPLE LOCKING CAP-REFER TO LEGEND O ADAPT PIPE TO INLET SIZE OF QUICK COUPLER REGULATOR-SEE LEGEND FOR TYPE 2 TYPE 1 g REQUIRED O O INLET SIZE,3"LONG BRASS NIPPLE O PRESSURE MAINLINE 6 PRESSURE MAINLINE SOLVENT WELD 450 SLIP ELL T CHRISTY PURPLE RECYCLED WARNING AND PRESSURE MAINLINE PIPING,LENGTH AS T CHRISTY PURPLE RECYCLED WARNING AND O STATION ID TAG,ATTACH TO WIRES WITH ZIP TIE 1 g REQUIRED O STATION ID TAG,ATTACH TO WIRES WITH ZIP TIE 11 PRESSURE MAINLINE TEE OR ELL OLETTER PURPLE VALVE BOX-BRAND WITH CONTROLLER PRESSURE MAINLINE PIPING,LENGTH AS SCOTCHLOCK WIRE NUT WITH 3M DBY SCOTCHLOCK WIRE NUT WITH 3M DBY INLET SIZE BRASS ELL 10 BRICK SUPPORT,TWO REQUIRED AND"BV" I.E. "A-BV' 0 REQUIRED O WATERPROOF WIPE CONNECTOR �1 PRESSURE MAINLINE TEE OR ELL � WATERPROOF WIRE CONNECTOR 12 BRICK SUPPORTS,FOUR REQUIRED O4 INLET SIZE BRASS STREET ELL 11 1 CUBIC FOOT 3/4"CRUSHED GRAVEL FULL PORT BRASS BALL VALVE-SEE LEGEND FOR IRRIGATION VALVE WIRE AND COMMON,PROVIDE IRRIGATION VALVE WIRE AND COMMON,PROVIDE O TYPE O BRICK SUPPORTS,FOUR REQUIRED O 24"MININIMUM EXPANSION COIL 12 BRICK SUPPORTS, FOUR REQUIRED O 24"MININIMUM EXPANSION COIL 13 1 CUBIC FOOT 3/4"CRUSHED GRAVEL O UL INLET SIZE BRASS NIPPLE, 12"MINIMUM LENGTH 12 PURPLE ROUND VALVE BOX WITH STAINLESS O O O STEEL BOLT LOCKING LID,HEAT BRAND"QCV" FINISH GRADE g 1 CUBIC FOOT 3/4"CRUSHED GRAVEL 6 FINISH GRADE 13 1 CUBIC FOOT 3/4"CRUSHED GRAVEL O FINISH GRADE 14 SCHEDULE 80 PVC NIPPLE,3"LENGTH O SCHEDULE 80 PVC SLIP x THREAD ELL 13 SUBGRADE O SUBGRADE 1 g SCHEDULE 80 PVC NIPPLE,3"LENGTH O SUBGRADE G SCHEDULE 40 MALE ADAPTER O SUBGRADE 15 SCHEDULE 80 PVC S X T UNION C// ] PRESSURE MAINLINE RISER,MINIMUM 4"LENGTH G FINISH GRADE-SHRUB BED ONLY 5 SCHEDULE 80 PVC THREAD ONE END NIPPLE, 11 SCHEDULE 80 PVC S X T UNION SCHEDULE 80 PVC THREAD ONE END NIPPLE, SCHEDULE 80 PVC THREAD ONE END NIPPLE, O O PVC NON PRESSURE LATERAL LINE O MINIMUM 6"LENGTH TO EXTEND PAST VALVE BOX O O MINIMUM 6"LENGTH TO EXTEND PAST VALVE BOX O MINIMUM 6"LENGTH TO EXTEND PAST VALVE BOX 16 PVC NON PRESSURE LATERAL LINE W oC QUICK COUPLER FULL PORT BALL VALVE CONTROL ZONE KIT B COM AUTOMATIC CONTROL VALVE Q W NO SCALE NO SCALE NO SCALE NO SCALE a W COPYRIGHT 2005 WATER CONCERN,LTD.THE ILLUSTRATIVE,GRAPHIC NATURE SHOWN IN THIS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED WITHOUT WRITTEN CONSENT FROM WATER CONCERN ©COPYRIGHT 2005 WATER CONCERN LTD.THE ILLUSTRATiVE,GRAPHIC NATURE SHOWN IN TH IS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED WITHOUT WRITTEN CONSENT FROM WATER CONCERN ©COPYRIGHT 2005 WATER CONCERN,LTD.THE ILLUSTRATIVE,GRAPHIC NATURE SHOWN IN THIS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED WITHOUT WRITTEN CONSENT FROM WATER CONCERN ©COPYRIGHT 2005 WATER CONCERN,LTD.THE ILLUSTRATIVE,GRAPHIC NATURE SHOWN IN THIS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED WITHOUT WRITTEN CONSENT FROM WATER CONCERN � Uj V unc t Too Q 2 7 2 8 2 LLJ Uj J 2 1 10 Z J FOR WATER CONSERVATION 3 q 6" 6" 6" r _ { T' LU THIS PROPERTY IS IRRIGATED - } `� WITH RECYCLED WATER ZD III „ K i DO NOT ® DRINK 3 �.J. ��.;_ " 1 ,� _ z :�,�.� --- w - 10'-0" 10' 0" 5 0 5 0 „ ;�. / ; , ., z 1 i ac fZrD / �1 / J COMOPARTEDELOSESFUERZOSDE _ --.. ,, / ,/ / .. I""'. 14 Q ... iI, CONSERVACION DE LA CIUDAD;ESTA AGUA I I CV ,-.-'-Lx , "' / ;% .�....€., .}.i.:,.,'";r:. w / / _ Z €. HA SIDO TRATADA CON EL PROPOSITO DE r •� / 6 ,o, W m 2 / O E[ SER UTILIZADA UNICAMENTE PARR RIEGO /� t.. • / H CV 4 = w - :._.y�l J ^^ j / 1 I..L. ._._ ( _� Uj w a _ { —• LO Wa ' `€ -I- i i (. -T 7 i] 6 2X -- w Q t I dl _i- 4 , LU 0 DA It 3 Tr; 5 t n> —+'.. N LOCATION SIZE DEPTH �. S . 5 .-. PIPE TYPE OCATIO Uj _.l 4 4 I 11_r.,;d YII $ 3 LANDSCAPE <2 24 r A.. I.. .t.:r..,....1 13 ( - i{ PRESSURE Q 8 SECTION VIEW CROSSING VIEW ,.:,_:;.. _.x. (_y,, .:+;:, ;:.1.:Ae;.-t _.; r T a ;t ±' MAINLINE 5 � ------ VEHICULAR V PAVING R "? 30" { ..... .. 2 DIA. 6 1 LANDSCAPE <2.5" 9" CONTRACTOR TO COORDINATE CROSSING OF ALL 7 NON PRESSURLATERAL LINE VEHICULAR <2.5' 30" POTABLE AND RECYCLED WATER PRESSURE TS FIELD INSPECTOR O LOW VOLTAGE CONTROL WIRE. BUNDLE WIRES PAVING 2.5"+ 30"MAINLINES WITH WATER DISTRIC PRIOR TO TRENCHING AND ATTACH TO PIPE AT 10'INTERVALS ONGE IN DIRECTION BACKFILL,REFER TO SPECIFICATIONS O CHO GREATER 30°OTO TT ALL AINLINE FINISH O PAVING SURFACE IN LANDSCAPE OR VEHICULAR O LOW 20 REFELTAGE R R TO SPECIFICATIONSOOL WIRE SLEEVE,OR TYPE MINIMUM ATTACH SIGN TO POST WITH STAINLESS STEEL RECYCLED WATER IRRIGATION PRESSURE COMMUNICATION CABLE IN CONDUIT(IF NON-PRESSURE LATERAL LINE PIPING IN SLEEVE, 1 HARDWARE,TWO BOLTS,MINIMUM O FINISH GRADE O FINISH GRADE O MAINLINE 2 UNDISTURBED SUBGRADE T APPLICABLE 2 BACKFILL, REFER TO SPECIFICATIONS ] O O O REFER TO SPECIFICATIONS FOR TYPE CHRISTY#ID-SIGN-3.5- 12"x 18"ALUMINUM X 0.08 SANITARY SEWER LINE-CONTRACTOR TO LOCATE NON-PRESSURE LATERAL PIPING REFER TO AT `' } �P�IDSCApk POSITION LEGEND 2 THICK RECYCLED WATER SIGN O SUBGRADE O SUBGRADE O O FINISH GRADE O O UNDISTURBED SUBGRADE O ALL SLEEVES TO BE TWICE DIAMETER OF CARRIER \�j� �ll, PIPE -�i ! �o .,"" L °F"SF ti� O SUBMIT SAMPLE OF SIGN TO WATER DISTRICT O CONCRETE FOOTING WITH SLIGHT CROWN O DOMESTIC SERVICE LINE-CONTRACTOR TO O O DEBRIS AND ROCK FREE BACKFILL(OR SAND) a O DEBRIS AND ROCK FREE BACKFILL(OR SAND) NON-DOMESTIC WATER PIPE SLEEVES SHALL BEPRIOR TO INSTALLATION FOR APPROVAL 3 LOCATE POSITION 7 MAINTAIN 10'HORIZONTAL SEPARATION 4 HANDSCAPE OR STRUCTURE 4 O IDENTIFIED PER WATER DISTRICT STANDARDS LARRY p m MINIMUM 2"ABOVE AND BELOW PIPING. MINIMUM 2"BELOW PIPING. WO�LFF N C•970Y 4 Igna m o 4 1 1/2"X 36"X 1/16"WALL SQUARE ALUMINUM POST FURNISH AND INSTALL TWO SIGNS PER PURPLE RECYCLED WATER IRRIGATION PRESSURE IRRIGATION PRESSURE MAINLINE TO BE SLEEVED 5' IRRIGATION MAINLINE WARNING TAPE LOCATED ON PRESSURE MAINLINE PIPING IN SLEEVE,REFER TO ALL SLEEVES SHALL EXTEND MINIMUM 12"BEYOND p�/�p/�ppq O O CONTROLLER O MAINLINE SLEEVE-AS NECESSARY AT CROSSINGS O FROM DOMESTIC CROSSING-EACH DIRECTION O PRESSURE MAINLINE PIPING,REFER TO LEGEND 11 TOP OF AND 12"ABOVE PIPE O SPECIFICATIONS FOR TYPE 1 EDGE OF PAVING %� 08-31-08 {" enema a� �\ CAS- RECYCLED WATER SIGN NO SCALE RW / DW SERVICE LINE CROSSING NO SCALE TRENCHING NO SCALE PIPES UNDER PAVING NO SCALE 0 COPYRIGHT 2005 WATER CONCERN,LTD.THE ILLUSTRATIVE,GRAPHIC NATURE SHOWN IN THIS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED WITHOUT WRITTEN CONSEN FROM WATER CONCERN CO COPYRIGHT 2005 WATER CONCERN LTD.THE ILLUSTRATIVE,GRAPHICNATURESHOWNINTHISDETAILISCOPYRIGHTEDUNDERTHELAWOFTHEUNITEDSTATESANDMAVNOTBEUSEDWITHOUTWRITTENCONSENTFROMWATERCONCERN ©COPYRIGHT 2005 WATER CONCERN,LTD.THE ILLUSTRATIVE,GRAPHIC NATURE SHOWN IN THIS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED WITHOUT WRITTEN CONSENT FROM WATER CONCERN ©COPYRIGHT 2005 WATER CONCERN,LTD.THE ILLUSTRATIVE,GRAPHIC NATURE SHOWN IN THIS DETAIL IS COPYRIGHTED UNDER THE LAW OF THE UNITED STATES AND MAY NOT BE USED`WITHOUT WRITTEN CONSENT FROM WATER CONCERN CONSULTANT RJM DESIPLANNINoGN GROAND LANDSCEUP� IArmNC uew CMMNO carIffift 8M Jules CAPMTRM c11.M, is"M->Moo M Me-M IIII WAMW = These plans have been reviewed* by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with local governing agency(City or REVISION SCHEDULE County). NO 1 DATE DESCRIPTION 'Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures 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. Date Water Management Supervisor Development Services Supervisor DRWN: GC CHKD: SH DATE: 01-01-06 PROJECT NUMBER: 0527400 DIAL TOLL FREE IRRIGATION 1 -800-227-2600 DETAILS AT LEAST TWO DAYS lopp TT BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING L=2mO3 NUMBER: s x PLANTING NOTES I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. t � r }, OTREES TO BE SINGLE TRUNK AND SINGLE LEADER LOWER BRANCHES TO BE INTACT (6" ABOVE TOP OF ROOTBALL, BRANCHING TO START) O IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS ■ ° \� \\\ ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ■ N N ■ N a N ■ N a 4 ALL PLANTING SHALL CONFORM TO THE CITY OF PALM DESERT'S " B ' ' "LANDSCAPE INSTALLATION GUIDELINES". f7� a B a N ° \\ \\ \\ N ■ t tl N ■ " B e \\ \\ \ OPROVIDE DECOMPOSED GRANITE IN ALL LANDSCAPE AREA. yQ,�v BRIMSTONE DECOMPOSED GRANITE, 3/8 MINUS WITH II% FINES ■ Y x N COMPACTED TO A FINAL 2" DEPTH f. / ��b� : \ ■ ■ N ■■ ■ " LC, N Virginio Dare Tower LOCATION OF SOIL SAMPLE PER PLANTING NOTE 16 ON PLANTING ty U4� " n " , ■ ' , " p ' p O 10470 Fooffidl B'ulevor DETAIL SHEET. N N a �■ tj /�■ /q■y /�■ .;1\\\}\\���•\\ -,aw'. \. .TM+ 4tl�OV5Y4YVFI \17 ,+' ',:I, \ }}\\, \ \\�♦\�� \ Co•�}■. . /� ,/yam y■ (�/�J.,,,,,Y+��y+J�''�^r�Q� t ■ \�C �\\\\\ ♦�\\\\\\\,,\\:`P.�\ ` \\ ` ► ' p p ' p ' p ■p " p ' �iIaftf 's la 1F 7 730 a' M/-T " \\ L \\ �\\�y� Y n e ■.+r", / N I r `� \ .'} \\`a\��\�\`\�\� n x L a }\,\\\\�C.}�:\\`•\\�}\ ■ 0' x 0 j. 909 -9Vw'VoVF N + +O\' a Y fix: 90 -980-9980 _ 0 IS nN N + ,Le NOTE ■ ■ N ■ ■ ■0 N TREES PLANT WALL YN , ■ ,_ :; S, S, SIDEWALKS AND . o PERMANENT STRUCTURES OF ANY KIND SHALL \\ \ F f ? ti li. O \ Y N N NOT BE PLANTED, INSTALLED OR BUILT INIj e}��• .. N \ N N tl ■ CVWD AND USBR EASEMENTS OR kz���s TT : �l\ \ t'� O \ N N I N _ N \ �RK1, :-Z� RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN y' N N N ■ ■ ❑ ' \ ' " ��\ �\ . ■ N ■ N ■ R~\\\\ Y .. EDGING (TYPJ PER a N' \ MET 6/SHT. L 4.01 `:\ n ■ N a ENCROACHMENT PERMIT FROM CVWD. tt ■ ■ ° ■ , \ _ 2 ............ -F N G N ■ ♦\ \\ \ N N \\\b ------------ ❑ 17 . ■ N a 11 \ \\ M. \•\ \. ,• \ \ F LF ; y. ■ � o yv v Num ..v x CO 01 F \. W \: r\ t\ } t \ \ 1. \ 'a \ ; N ll`. �\ } t\';• I1 N `\ S � \ \ \\ h. W U r \A h\EDSI t \ PER \ �TYPa .\. i II r\\r. N `1 _ N F' .1 DET a 5HT. \ .} a L 4OI �� l Y. L �\ \ 1 - x F yo yy, Ri.t ♦. ■ T .,2 B i-�_ t rl y ti I■Y \ i 1 \ ■ t •N `\ t p N { 1 \ r\ C} i II -1 ■ I t ' t'" r \ t 1? \F N tl \ C •\ '4 3 1 \. t \ L F 1 _F ` N■ O t yj t I _ 2\ N � 0 „ l ♦t I I i { \\ J F \ \\L }�N h J'1 .\y`` `i •\. ``r 1 J t 4• N r" LG T Mt 1 N N F I 1 •\ N. \ 1 J t �F 1 1 / ...„ t O ^ NNN . . 1LLJ "I f ry i 1 ■ } t r h ■ i ■ I i 1 I i \ 1 W I ■ 1 l n e I 9 1 �. y PA000, 1 F RON 1�JLGW N \ t I n 1 \ a tl � t h 1 \. \t t \. f•. >• 1 { ,\ "S IN STA _y LLLD t :z 1 I N + it N ■ N, FJJ i \ o I I 5 :\ I 1 { N N N ■ , •, BY 1 i l y ' f v OTHERS r• •'+ . : Y 1 � , N NT , 2 7 n �• I \ J I N n ■ ■ i` a' t 1 7 N B hi 1 > 1 N Y ■ N N j'• °•'i' IN 1 / ti N Y { I \ ''t a \ N N N \ a ♦ t I _ J N N ■ ■ N \ N: N F,.,i N ■ N N ■ i N 1 .t....,.,.,.,. N N N r \ 1 11 N / i 11�1 „S N I 1'J N v 1 y e W y t 1 N 1 �. N F 1 ■ r{ t F h I F W e Y 1 I r W F F 1 N 1 r i l ■ N ■' N t 1 (L 1 a I I W I W W r .0 F t ,u^] t I 1y I `v W 1 1 2 ■ t a ti B s 1 1 ■ N I F < a• C• r a ■ \ `I W W W W i }\ I I , { 3 G \r N a a F, I, t : : ; W I W W 2 F1 1 \ rh N N .,. t \ ♦} : : : SEE HET MATCH IN S . , . . . . . . . r . , . . . . . , : :.'"::��•��� `I, ♦ .' .}. ♦. \_ :r \ I ■ N tl Vb\ I \ \■ I } t N J.t t \\ } " , r F t Uj \} '�II TREE LEGEND SHRUB LEGEND` U SYMBOL BOTAN I GAL NAME SIZE QTY. SPAG I N6 PLANT WATER COMMENT SYMBOL BOT N I GAL NAME SIZE QTY. SPAG I N6 PLANT WATER COMMENT COMMON NAME FACTOR REG. COMMON NAME FACTOR REG. Q - - - - - e 5_1 AGAVE WEBERI BRIMSTONE_ DECOMPOSED GRANITE wASHIN6TONIA ROBUSTA 20' B.T. 9 PER PLAN 0.6 H16H STD. PLAN WEBRIS AGAVE '°`L PER PLAN 0.2 LOW TM. PLAN �/8 MINUS WITH 11% COMPACTED DET. I/5HT. L-4.01 ■ N N p MEXIGAN FAN PALM MET. 2/SHT. L-4 BOUGAINVILLEA 'JAMES WALKE ■ ■ ■ ■ a ■ N ' TO A FINAL 2„ DEPTH O 5-2 BOUGAINVILLEA 5 GAL. 3`01 PER PLAN 0.5 MOD. 5TD. PLAN " p " p " e " I ' N ' DET. I/SHT. L-4.01 IN ALL PLANTING AREA J PHOENIX DAGTILYFERA 1 20' B.T. 6 PER PLAN 0.5 HISH STD. PLAN C, 5_3 GAESALPINIA 61LLIE511 5 GAL. 16 PER PLAN 05 MOD. 57D. PLAN FINAL SELECTION TO BE APPROVED DATE PALM DET. 2/5HT. L-4 YELLOW BIRD OF PARADISE '_ DET. I/SHT. L-4.01 BY THE WATER DISTRICT/CITY ;yam, FOUQUIERIA 5PLENDENS 6 41 TALL -1 PER PLAN 0.2 LOW STD. PLAN 5 4 . . . _ MIN. CANES - - _ ,. „ IR - PRO50PI5 HYBRID 'PHOENIX' OCOTILLO (BARE ROOT) DET. I/SHT. L-4.01 '�``'\` ``````\` ` 6 - 12 PEBBLE/COBBLE CRESTA - 24 Box 6 PER PLAN 0.2 LOW STD. PLAN �\``♦�����``���� SEE DETAIL 6/ SHEET L-4.01 -- - PHOENIX MESQUITE BAILEYA MULTIRADATA \, i\� \ DET. 3/SHT. L-4 O S-5 DESERT MARIGOLD I GAL. 43 PER PLAN o-2 LOW STD. PLAN LEUGOPHYLLUM FRUTE5GEN5 DET. I/5HT. L-4.01 FINAL SELECTION TO BE APPROVED ____ ACACIA GRASPEDOGARPA LI= s-b TEXAS RANGER 5 GAL. 36 PER PLAN 0.2 LOW/ STD. PLAN BY THE WATER DISTRICT/CITYLICFNsq�Cy 24 BOX 20 PER PLAN 0.2 LOW 5TD. PLAN MOD. DET. 1/5HT. L-4.01 LEATHER-LEAF ACACIA DET. 3/5HT. L-4 m O 5_-7 OPUNTIA BA5ILARI5 MIN. 5 PADS 23 PER PLAN 0.2 LOW STD. PLAN LARRY WOLFF N BEAVERTAIL CACTUS DET. I/SHT. L-4.01 CRESTA BOULDER AND SCHEDULE C-9784 - - HE5PERALOE PARVIFLORA SEE DETAIL 6�7/ SHEET L-4.01 ■ 08-31-08 �- enewa ate ACACIA WILLA12DIANA + s-6 1 SAL. 20 PER PLAN 0.2 LOW STD. PLAN '% -y = N, \� PALO BLANCO 24 BOX Ib PER PLAN 0.5 LOW/ STD. PLAN O RED YUCCA DET. I/SHT. L-4.01 FINAL SELECTION TO BE APPROVED '% d� - 9, Day MOD. DET. 3/5HT. L-4 rrr<<h��►������ \``� Op CAL\FO O 5-01 ENCELIA BRITTLE BUSH I SAL. 13 PER PLAN 0.2 LOW STD. PLAN BY THE WATER DISTRICT/CITY �� DALBER6IA 51500 24" BOX 24 PER PLAN 0.5 MOD. STD. PLAN LARREA TRIDENTATA DET. I/SHT. L-4.01 CONSULTANT DET. 3/5HT. L-4 CREOSOTE BUSH INDIAN ROSEWOOD 5- O 5 GAL. 21 PER PLAN 0.2 LOW STD. PLAN DET. 1/5HT. L-4.01 5-11 CARNESASURO I CACTUS TES` W TALL 2 PER PLAN 0.2 LOW STD. PLAN --.-- RJM TIPUANA TIPU W/ ARMS DET. I/5HT. L-4.o1 W . DESIGN GROUP INC. PROJECT K EY M A P PLANNING �oLANDSCAPE0. �� o, ezxvs 24 BOX 13 PER PLAN O.5 MOD. STD. PLAN 5-12 DASYLIRION LONG1551MA LAN �{i nNrmlcOC N nxc TIPU TREE DET. 3/5HT. L-4 MEXIGAN 6RA55 TREE 5 GAL. 32 PER PLAN 0.2 LOW MET. IP/5HT. L-4.01 5_15 DASYLIRION WHEELERI 5 SAL. 20 PER PLAN 0.2 LOW STD. PLAN These plans have been reviewed*by the Coachella Valley Water District in accordance with DESERT SPOON DET. I/5HT. L-4.01 LANDSCAPE MAINTENANCE NOTE: Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring QUERGU5 VIR6INIANA 5-14. . ENGHINOCACTUS SRU50NII 6 24" BOX 6 PER PLAN O5 MOD STD. PLAN O GOLD BARREL CACTUS " MIA. MIN. '14 PER PLAN 0.2 LOW 5TD. PLAN efficient landscape and irrigation design in cooperation with local governing agency(City or REVISION SCHEDULE SOUTHERN LIVE OAK DET. 3/5HT. L-4 DET. I/5HT. L-4.01 County). 3, Ou 5-15 LEUGOPHYLLUM GANDIDUM *Apprd"VO of this drawing by CVWD Staff does not constitute approval to encroach into NO DATE DESCRIPTION VIOLET SILVERLEAF 5 GAL. 25 PER PLAN 0.2 LOW/ STD. PLAN AN ANNUAL LANDSCAPE MOD. DET. I/5HT. L-4.01 district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind IAUTUM BER6IA LINDHEIMERI MAINTENANCE PROGRAM SHALL BE may not be planted or installed in CVWD and USBR easements or right-of-way without first ■ GHITALPA X TASHKENTEN515 24" BOX 14 PER PLAN 0.5 MOD. STD. PLAN 0 5-Ib 'AUTUM GLOW' S GAL. 60 PER PLAN 0.2 MOD. STD. PLAN GHITALPA DET. 3/5HT. L-4 LINDHEIMER HURLEY DET. I/5HT. L-4.01 IMPLEMENTED IN ACCORDANCE WITH obtaining an encroachment permit from CVWD. ,y ACACIA O ANEURA 24" BOX 3 PER PLAN 0.2 LOW STD. PLAN CHAPARRAL SASE LOW DET 5_17 SALVIA GLEVELANDII 5 SAL 21 PER PLAN O.I VERY 5TD. PLAN THE CITY OF PALM DESERTS Date MUL6A R . 1/5HT. L-4.01 Water Management Supervisor DET. 3/5HT. L-4 ❑ 5-I6 GEREUS HILMANNIANUS 5 GAL. b PE PLAN 0.2 LOW STD. PLAN LANDSCAPE MAINTENANCE EUCALYPTUS KRUSEANA 24" BOX q PER PLAN 0.5 LOW/ STD. PLAN HILDMANN's GEREUS W/ 3 ARMS DET. I/5HT. L-4.01 KRUSE 5 MALLEE GUIDELINES (CURRENT EDITION) Development Services Supervisor D : TD CHKD: EC MOD. DET. 3/5HT. L-4 , .r F' VINE LEGEND DATE: 01-01-06 n, 5YMBOL BOTANICAL NAME SIZE QTY. SPAG I N6 PLANT HATE _ COMMENT COMMON NAME FACTOR REQ. PROJECT NUMBER: 0527400 MAGFADYENA UN6UI5-0ATI (�� Co 5 GAL. 15 PER PLAN 0.2 LOW STD. PLAN YELLOW TRUMPET VINE STAKED DET. 4/ 5HT. L-4.01 \ DIAL TOLL FREE PLANTING GROUNDCOVER LEGEND . 1 -800-227-2600 BY: LAN SYMBOL BOTAN I GAL NAME SIZE QTY. SPAG I N6 WATER COMMENT AT LEAST TWO DAYS DATE COMMON NAME REQUIREMENTS BEFORE YOU DIG U. q; SYNTHETIC TURF 1,300 5F DET. 5/ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W W W 'NEX6RA55 PRISTINE MF DRAWING L t\ ; SHT. L-4.01 4 'I'll",W ki RAMM 00 W W BY FIBER TURF, INC. 1 04 10' 20' 40' NUMBER: L=101 OR APPROVED EQUAL W L f} { \ f < i B + ; n; `•F• N: tl f y, f IL r, TREE LEGEND G ND -�k i.. 4 +' + < , i t i F', {' SYMBOL E I QTY. PACIN COMMENT r i r ,;>1 � � BOTANICAL GAL NAM 5 ZE S C PLANT WATER GO f ' e . ■ . MATCHLINE SEE SHEET L-3.01 ' ...�.. � �.M... .N..� ? ►,,.�..�.. ,{ r t COMMON NAME FACTOR REQ. \ : ■ ■ �......... ,.... ..... i } r i I I I !�t r + . . . . . . . . . .\ . . . . . . \ , . . �. . ..>•,>',f`:<;,: ' .� .............. t'~ ..... 2 B.T. PER PLAN I � ..,a... O.6 H16H PLAN WASHIN6TONIA ROSU I STD. MEXIGAN FAN P MAL DET. 2 5HT. 4.01 L : I Q.U .\ t - w x 2 - \. N-\ -L a \ I -IL JI i i •\ \ - t V \ \\. T�+1 T u N ■ ■ PHOENIX DA GTI YFE L RA tl n f' I e O 1 4' w N ■ Y i■ ■ N ■O ■�`\ 2 1- '�. B.T. ER PLAN O.6 HI L N 6H STD. PLAN e -- L 'ft F x I M L ■ u , ; :•�,:',•�:'.+• \. . .:�, : , : . ,': . . . : � ATE, � <, '� . , . > . ,.. . , . ''+ ��'�. . . .: .' \;,. : . :•'..'': � PALM 41 f . . . . . . . . . . . . . . . . . . . . . . . . . : . : f , . . : . : , : . �;;., ET. �ISHT.tom..... +.., . . : . : . , 4 I' a� I1 , I ,Q \ \. I J Y \ Q \. I 1 N �._., . 1 tl 'PHOENIX' ti . . h \ ,v ►.". ._v-- `••�,-. 1 ' PROSOPIS HYBRID11 1 1 .' N 24 I6• \ . BOX PER P AN LOW\`• .� STD. P AN I � I I e : : + , }} \ \ f 1 PHOENIX MESQUITE G \ DET. 3 5HT ■ 11 Y \. \• I I 1 \ t 1 t ri u Y 1 i \ \ \ t 1 II :� a R .\ 1 1 , : \ J t 1 i \ 1 \. 1 \ 1 \ 1 \f N �8Y�8 1 \ 'i ACACIA RA I V GAG G SPED ARPA .`\ a u 1 `.G \ 2 24 O BOX p PE f'• � R PLAN ■ L 0.2 TD OW 5 PAN + \' z 1 L � LEATHER-LEAF IA <' N ACACIA DET. 3 5HT 4.01 .h / L : ' ,fir UIMM it h t ■ `t i <• t F N p f �t h t t 1 AIMORNU q\ tj(]t� f 1 t !n Dare Tower RV a \ II 1 V` ; 1 \ \.. } 1 N ■ \ q ACACIA W�LARDIA k NA 3 Q4 F+�oi'�FI ��' Boulevard : : 'h \ 1 i -x \ \ 16 Y 24 X i BO PE P, PAN} , L 0.3 O STD. PLAN AN + + F , L W/ L \ \. PAL•`�: O BLANCO 1 \ \ - Rv�a Cucamonga x\ DET HT C�. 35 4 I••�'� MOD L .O Ig :i B 1 \ \ z \ f' Y Of F r tl i SG \ \. i Calfforrila 9 73� \ tl 'P i F•` ''a a` 3754 \� F� �f \ D BER61 A I\ AL 5 SOO N 't .+ \ o F } i \ BOX\` PER PLAN 0.5 MOD. O STD\ PLAN R N Y INDIAN N ROSEWOODL-4.01 �'�'� �909 40 1 N. �\ .N DET. 3 5H T. F ! l N ■ 7 N y/N ■ ■ II\ N \ N \a; , y/ fcrx:N Y 8� Y N N \ \ Y• h\ \ \ N w \x U• \ a Y \ N Y \ r Z \ } it y o \\ '\ T IPUANA TIPU ; , � ♦,y x t . : �.. : . : . : . : . . + + : . :.. : . : + : . + h.: . . . , ; �, F •\ . +� 24 BOX 13 J } PER PLAN 0.5 MOD. STD. PLAN t h f':•`'f': .' \ `:�a � TIPU TREE a'-.F- DET. 3 5HT. 4.01 .�� s L } f'�A M \L FR •b. OND MU L H w f: TEj? 5 G I\ Y .\. E INSTALLED -:B �.. f ALLED 5G '� / ; `\ f �-+� :•� HER � \, f + : f r O N \ i F /■ 4 f t / •F•: +•: :•, : : • x : . , . :� ... \ : �' ,`:F ; QUERGUS VIR6INIANA ------------------- Q 24 X 0.5 MO D.OD. STD PER PLAN PLAN r + x F' L F + ; ...-..-. F SOUTHERN LIVE AK r ..... L O t \ t ... .- . tl ■ ��\+�::� � }° .. DET. 3 SHT. 4 \F c. \ \ f ■ Y �., ` \ J:. r"\'•U \ V f 1 S •h. 1 ' t X N/ ■ 1 \ / \ \ t+ i e f \ M N T t f\ F \ } r 11 f •\ FFF r \ o , k ., s / HI G T PA X TA AL SHKENTEN51 5 X{ O \ i, 24 14 t X PER-f• BO PAN .5 MOD. �' STD PLAN �. F\r G h, t t \ GHITALPA .;. DET. 3 SHT. 4.01 f ' \ f� 1 L a r ,.F•F F. , + f 11 :' F e. • f + f �:�` . .'< :•':•,. . :•` � '::`::• :,` '• '�._. t `: ACACIA ANE RA \ 2 X x•. BO PER PLAN L .2 STD. A f� \ O OW 5 . PLAN f L L \\ ■ ti i . ■ a' Mu 6a x' a( f L \\ f s'r 1 e 1 , - Y N \ f \ r DET. 3 SHT. L 4.01 \ S f ■ i e ■ I N \ N • t. : t \ < , ; EUCALYPTUS<.�` f L PTUS KRUSEANA J ` 11 r ■ M Y\ f .\ t n \ t r\ BOX n PER PLAN 0.3 STD. PLAN \ L W/ a n� 1 \ `\ RUSE 5 M EE N 11 ALL .\ h t DET. 3 T 4 1/ MOD. / L e >= \ \ •F,,- { O . •a w \ i1 N \ \' \ _ e i J ■} .x r : f J. \ ' y. ■ i \ 1 ■ w O <\ f / \: .f T ■ � Y a ■ J `1 \ X ■ M •( \e Y 1 I <f ■ \ n ■ e P' R N 0 :\ H \■ j IIIIIIIIIIIIIIII� SG \rl n ■ \ \ \ \ h \' ■ Z Et l\ R n f' i ■ J.. x rr .,I I < S\< lff R N f i \ q f f 0 \r h' .\r N 'h l'• r� V f h / \ f�\ E\ f� VIN LEGEND i r' r G ■ f \:a\ r; \, t' t \•\• \ \ t h 0 y SYMBOL BOTANICAL \. \ Y L NAME PANT/ 5 ZE HATER QTY. SPACING\ COMMENT.\r T <t \ \' \• \\ ■ fr; \ a f \ 1 FACTOR RE h. Q. h�:\.\. MM N + GO O NAME Y \. r PA r�•L OND .•�,. .\,\GH \ \L \ \ a• \ U' :T+ rf BE INS TA :•�:' um •t, ED MAGFA NA LL •\ >:` DYE UNGUIS GAT PER PLAN Y \ L 0.2� LOW TD PLAN \. r 5 L BY f ■ YELLOW TRUMPET I\ V NE •. \ STAKED h <' � •\ DET. 4 + ; Ix \ \ r , o , t\: 5HT. 4.01 1 \. h <' f L 1 \ K. f \ M . . .\. . . \�" �\ `�J 3. \ \ .\ � \� \ `\ { r � GROUNDCOVER LEGEND O 0 \., t , 3• h\• \ .f •\ t •''.' \ :r ;°::'��:�±':�::`:`f + :.. ,: +, ; . :. :.. : + ; :.+ :,,. ;.+• : .�.+':':•<`<•' ,: ;:•:. . . f \, \. t SYMBOL BOTAN I GAL NAME SIZE WATER f i QTY. SPAG I NG COMMENT h M Ft. h\ f _ { REQUI\ REMENTS\ \♦� COMMON NAME GO O / f W f• r' Q \ ♦� \ ! ti SYNTHETIC\, 5 THETIG TURF \, \ W W`\ W I ao SF W \' .• DET. 5 wt` W NEX6RA55 I Q \ PR STINE MP 5HT. L 4.01 W W ,�•, °,. � Y ER B FIBER TURF, INC.S B TU Q a \ � PPRO OR A VED EQU.', AL : v •X: w v. h ` Z \ h� \ •T .•h. FENCE .' :\ `0. k a�� n F \ lr• ,t K U) W W w�.b A 2\' s \• O Y■eeN■J f \ \ vt R C •3 \ a t' W f \ Z W . 4, B .,f' C N TE r� O i F C k : PALM FRO ND M U GH :� 'L \ w� T kr O BE INST ED_ ALL h\ .:0 TREE PLANTS, O • \ WALL E SSIDEWALKS S AN D ND OTHE RS \ S :�h ! x\. .. Q "a. J \ b x < PERMANENT C�TR T RE�. UC U F ANY S KIN S O SHALL D L\ >\ % �a S \ \ \; \\ Q i°x \ h . h h \ h. NO T BE PLANT ED,TE INS TALLED TALLE\ D RB S O BUILT I�: :\r • ; U N \ XXXX "h \ W \ 'f t v x a VW AN C D D BR EASEMENTS U R S O a•. �.• k \ tB •:\ RI H.` T � WAY C�G WITHO UT T FIR OU T OBT AINING A NIN S AN > G a \ \ .a \ Q EN R H E C A M NT PER C TF O M R M h CVW t O D Uj O CO: Y Uj ------------ --------------- n LF J �� �_� a�:•, w�, Q r ti r, r h \ `\ \ D CO Lr APMVW \ \ ;� J BY- SHRUB LEGEND ,9 DATE: SYMBOL BOTANICAL NAME SIZE QTY. SPAGIN6 PLANT WATER COMMENT -- - - -- - _ - --- - -- - --- - - - - COMMON NAME FACTOR REQ. - A AVE ERI O 5-I E' WEB 1 6AL. 42 PER PLAN 0.2 LOW STD. PLAN ) . WEBRIS AGAVE DET. I/SHT. L-4.01 ® � -v - `, �,`` - ��No-CA e BOUGAINVILLEA 'DAMES WAL �� ��Y��'. ��Q v PN Lice F�°y BRIMSTONE DECOMPOSED GRANITE C 5-2 BOUGAINVILLEA 5 6AL. 39 PER PLAN 0.5 MOD. STD. PLAN t� a DET. 1/5HT. L-4.01 v ru q N ■ q ■ 3/8" MINUS WITH 11% COMPACTED CAE5ALPINIA C71LLIESI I ; LARRY WOLFF = J � N 2 w ° N N Y . TO A FINAL 2" DEPTH -. G 5_3 YELLOW BIRD OF PARADISE 5 6AL. IS PER PLAN 0.5 MOD. STD. PLAN ; C-9784 ; 4 Ignature o ■ " ■ e ■ ■ N N ■ " ■ OP- ok IN ALL PLANTING AREA DET. I/5HT. L-4.01 �/�p��pp� pu.mY 08-31-08 Q s �" an-R ewaf�te a 5-4 FOUQUIERIA SPLENDENS MIN. '1 CANES PER PLAN 0.2 LOW STD. PLAN ■ OCOTILLO DET. I/SHT. L-4.01 1�I��II1�I''WWI�'�1�II�1 1,, A T } C �TITITlTfllTffITIU 1/ �� �``• F of Coo \FO FINAL SELECTION TO BE APPROVED (BARE ROOT) BY THE WATER DISTRICT/CITY O 5_5 DESE12A MLRIGOLDATA 16AL. 43 PER PLAN 0.2 LOW STD. PLAN DESERT MARIGOLD DET. I/5HT. L-4.01 CONSULTANT 6"- 12" PEBBLE/COBBLE CRESTA `� \\ LEUGOPHYLLUM FRUTE5GEN5 TEXAS RANGER 5 6AL. PER PLAN MOD. ST'D. PLAN\;��i, �,; �;;�•\;;\ LF 5-6 36 0.2 LOW/ DET. I/5HT. L-4.0I SEE DETAIL 6/ SHEET L-4.01 � - � �s RJM OPUNTIA BASILARIS FINAL SELECTION TO BE APPROVED 5-� MIN. 5 PADS 23 PER PLAN 0.2 Low STD. PLAN - BEAVERTAIL CACTUS DET. I/5HT. L-4.01 P R 0 J E CT K EY M A P DESIGN GROUP INC. BY THE WATER DISTRICT/CITY AND LANDSCAPE AR&Ti&Aii ax 7■.(YW IiB-> )�('YIY)�Y8-8EY0 FWd BA1WY10. 75 HESPERALOE PARVIFLORA 16AL 20 PER PLAN 0.2 LOW STD. PLAN RED YUCCA DET. 1/5HT. L-4.01 :: CRESTA BOULDER AND SCHEDULE O 5_q ENCELIA FARINOSA 1 6p,L, 13 PER PLAN 0.2 LOW STD. PLAN These plans have been reviewed* by the Coachella Valley Water District in accordance with SEE DETAIL 6U/ SHEET L-4.0I BRITTLE BUSH DET. LAN L-4.o1 Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring FINAL SELECTION TO BE APPROVED LARREA TRIDENTATA LANDSCAPE MAINTENANCE NOTE efficient landscape and irrigation design in cooperation with local governing agency(City or BY THE WATER DISTRICT/CITY ® 5-10 CREOSOTE BUSH 5 6AL. 21 PER PLAN 0.2 LOW STD. PLAN County). REVISION SCHEDULE DET. I/5HT. L-4.01A rovai of this drawingb CVWD Staff does not constitute approval to encroach into NO DATE DESCRIPTION 5-11 SAOUROCARNEC71 CACTUS T1=A W TALL 2 PER PLAN 0.2 LOW STD. PLAN AN ANNUAL LANDSCAPE district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind W/ ARMS DET. I/5HT. L-4.01 may not be planted or installed in CVWD and USBR easements or right-of-way without first PLANTIN& NOTES "' _ 5_12 DA5YLIRION LONC71551MA 5 6AL. 32 PER PLAN 0.2 LOW STD. PLAN \ MAINTENANCE PROGRAM SHALL BE obtaining an encroachment permit from and U MEXICAN GRASS TREE DET. I/5HT. L-4.01 O 4. FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. "` O 5-15 OA5YLIRION WHEELERI 5 6AL. 20 PER PLAN 0.2 LOW STD. PLAN' IMPLEMENTED IN ACCORDANCE WITH Date DESERT SPOON DET. I/5HT. L-4.01 THE CITY OF PALM DESERTS `� Water Management Supervisor O TREES TO BE SINGLE TRUNK AND SINGLE LEADER LOWER BRANCHES ENGHINOCACTUS 6RU5ONII TO BE INTACT (6' ABOVE TOP OF ROOTBALL, BRANCHING TO START) Q 5-14 6" DIA. MIN. "14 PER PLAN 0.2 LOW DE. P IT L-4.01 LANDSCAPE MAINTENANCE GOLD BARREL CACTUS ,. LEUCOPHYLLUM LAND I DUM O IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS . O 5-15 5 6AL. 25 PER PLAN o.2 LOW/ 5TD. PLAN g GUIDELINES CCURRENT EDITION) Development Services Supervisor DRWN: TD CHKD: EC ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S VIOLET 51LVERLEAF MOD. DET. I/SHT. L-4.01 QU7H021Z€D r�Z€PR€S€f�1T�471i/E �16 ML $ErR LfFfFf i�'Ifif 5 6AL. 60 PER PLAN 0.2 MOD. STD. PLAN DATE: 01-01-06 'AUTUM GLOW' DET. I/5HT.$L-4.01 O ALL PLANTING SHALL CONFORM TO THE CITY OF PALM DESERT'S " LINDHEIMER MUHLEY PROJECT NUMBER:'LANDSCAPE INSTALLATION GUIDELINES'. � SALVIA GLEVELANDII C U R. 0527400 • O 5-I? CHAPARRAL SAGE 5 6AL. 21 PER PLAN O.1 VERY 5TD. PLAN O PROVIDE DECOMPOSED GRANITE IN ALL LANDSCAPE AREA. LOW DET. I/SHT L-4.01 BRIMSTONE DECOMPOSED GRANITE, 3/8" MINUS WITH 11% FINES ❑ 5-I6 GEREU5 HILMANNIANUS 5 6AL. 6 PER PLAN 0.2 LOW STD. PLAN COMPACTED TO A FINAL 2' DEPTH HILDMANN'5 CEREUS W/ 3 ARMS DET. 1/5HT. L-4.01 DIAL TOLL FREE PLANTING LOCATION OF SOIL SAMPLE PER PLANTING NOTE 16 ON PLANTING "{ y{, \� 1 -800-227-2600 PLAN DETAIL SHEET. AT LEAST TWO DAYS BEFORE YOU DIG .a, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING L=102 0 10' 20' 40' NUMBER: ,a} ti u TREE LEGEND SYMBOL BOTANICAL NAME SIZE QTY. SPACING PLANT WATER ■ COMMENT COMMON NAME FACTOR REQ. - N '\\ STA WASHINSTONIA ROBU IN 20' B.T. Cl PER PLAN 0.6 HISH 5TD. PLAN \ \� \\ \ MEXIGAN FAN PALM DET. 2/5HT. L-4.01 ` \ \ ° PHOENIX DAGTI LYFERA -.--- DATE PALM 20' B.T. 6 PER PLAN 0.8 HIGH STD. PLAN DET. 2/SHT. L-4.01 \ \ , PR050PI5 HYBRID 'PHOENIX' ry PHOENIX MESQUITE 24" BOX 18 PER PLAN 02 LOW 5TD. PLAN Nn" b \\� DET. 3/SHT. L-4.01 0 \ ° , " Lc N "'r ' " " " ` ACACIA CRASPEDOCARPA „ \ \ ® � 24 BOX 20 PER PLAN 02 LOW STD. PLAN ° " � LEATHER-LEAF ACACIA N N `\ DET. 3/5HT. L-4.01 Virginia Dare Tower 40 u N `•Y •:. � , . \i :: !�< _. 10470 Foothill BYif•QT V.M Rancho Cucamonga II X II 11 11 ; ° N x X 11 11 �� ACACIA WLLA DIANA ..:. II 11 I 11 • R �� ,�++ - ® \ ° , N ' II 11 11 " 11 PALO BLANCO 24 BOX I6 PER PLAN 0.3 LOW/ STD. PLAN ColffDmia 91�'30-37 p p x \ MOD. DET. 3/SHT. L-4.01 rIt N \ 9�987 +D9t39 f 2/ , r PP X X o SOO 24" BOX 24 PER PLAN 0.5 MOD. 5TD. PLAN DALBER61 A 51 W W ��--••••••.3 �� „ INDIAN ROSEWOOD ����'� ���� .:::: ► ` \ `\ DET. 3/5HT. L-4.0 1 � N.,■ a ........... O N I N . ; . \\\ ..�.; ,\\• .,\\, `\ TIPUANA TIPU �.,•. \ : X \\ 24" BOX 13 PER PLAN 0.5 MOD. STD. PLAN A MtW W �`•�\ `�` ;�?�:� \�; " TIPU TREE DET. 3/5HT. L-4.01 \\­\ n N QUERGUS VIRGINIANA - 24 BOX 8 PER PLAN 0.5 MOD. STD. PLAN SOUTHERN LIVE OAK DET. 3/5HT. L-4.01 ` t 4- CHITALPA X TA5HKENTEN515 �\. � • \t ® \ •r\'ram` \`\ *" DET. 3/5HT. L-4.o1 GHITALPA 24 BOX 14 PER PLAN 0.5 MOD. STD. PLAN \ \ rC\v \\ \�\\\ \.. \ o \ \` ,` ANEURA \ .��.\ \;,• '� �,�:,w \� , II � , ACACIA MUL6A 24 BOX 3 PER PLAN 0.2 LOW STD. PLAN DET. 3/SHT. L-4.01 �� O \\` \ :"• "� , EUCALYPTUS KRU5EANA >= \\ \. .�C y \ ■ u ��� N■ SE'S 24" BOX 9 PER PLAN 0.5 LOW/ STD. PLAN \ �.\ .` ` \. N MOD. DET. 3/5HT. L-4.01 KRU MALLEE L 11 'll - Il. ..II -/ O \.. \. ..... ... - - r\\ ' N r •\_`r. 11 �~` II It 11 11 11 I y\y\\\ x � •, U I \\ 1{% ® n p 11 , , O � _- .... :.�\�\;\`, :. - N • `�\ ' - \\ , j 40 L . . . Ox NOTE: Z ~ ♦ 0 +r` t ° TREES, PLANTS, WALLS, SIDEWALKS AND Q p \ r PERMANENT \�' i � � '�' ~\ �� � � STRUCTURES OF ANY KIND SHALL ii NOT BE PLANTED INSTALLED ~ W r � S D OR BUILT IN Q CVWD AND USBR EASEMENTS OR 1 �. I ; ► ♦ ` RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN LLJ ., z �� ♦ LF ° 11 N ,� ♦ l E N R A FM � C O CHMENT PERMIT FROM CVWD. Q � � BRIMSTONE DECOMPOSED GRANITE ��' ♦ LF W " Nee " " 3/8 MINUS WITH 11% COMPACTED �' ♦ r �.. W • " " N " TO A FINAL 2 DEPTH .� '40t Jp M e N p p ,� II "�•--.� W " IN ALL PLANTING AREA .Q N ° _ LU Q FINAL SELECTION TO BE APPROVED � ♦ " sip E co > 0 BY THE WATER DISTRICT/CITY �� C� 0 AP ti� 6"- 12" PEBBLE/COBBLE CRESTA Q �. _ - j Q \ \\ SEE DETAIL 6/ SHEET L-4.01 FINAL SELECTION TO BE APPROVED SHRUB LEG D 9 DATE C COMMENT LID W lY �� BY THE WATER DISTRICT/CITY SYMBOL BOTANICAL NAME SIZE QTY. SPACIN PLANT WATER - %� 2� COMMON NAME FACTOR REG. �cG S��q V CRESTA BOULDER AND SCHEDULE a 5-1 AGAVE WEBERI I SAL. 42 L C�� \ ~ O PER PLAN 0.2 LOW STD. PLAN � Q SEE DETAIL 6E7/ SHEET L-4.01 WEBRI5 AGAVE DET. I/SHT. L-4.01 FINAL SELECTION TO BE APPROVED O 5-2 BOUGAINVILLEA 'DAMES WALKER 5 GAL. 3q PER PLAN 0.5 MOD. STD. PLAN Uj O BOUGAINVILLEA DET. I/SHT. L-4.01 _-- _ --du BY THE WATER DISTRICT/CITY _ - _ G S PINIA 61LLIESII G 5-3 5 GAL. 18 PER PLAN 0.5 MOD. T PSH V YELLOW BIRD OF PARADISE DETT. T. L-4.01 Uj W FOUQUIERIA SPLENDEN5 &-cl' TALL 5-4 OCOTILLO MIN. 1 CANES � PER PLAN 0.2 LOW STD. PLAN DESERT MARIGOLD S-5 (BARE ROOT) DET. I/SHT. L-4.01 \ Q BALEYA MULTIRADATA -_- LANTINO NOTES --- - -- - 10AL. 45 PER PLAN 0.2 LOW 5TD. PLAN _ -- - - DET. I/SHT. L-4.01 L P 5_6 LEUCOPHYLLUM FRUT E5GEN5 • 5 GAL. 38 PER PLAN 0.2 LOW/ STD. PLAN I FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. TEXAS RANGER MOD. DET. 1/5HT. L-4.01 O �p OPUNTIA BASILAR15 MIN. 5 PADS 23 PER PLAN 0.2 LOW 5TD. PLAN TREES TO BE SINGLE TRUNK AND SINGLE LEADER LOWER BRANCHES 01 L-4 I/SHT. . TO BE INTACT (6" ABOVE TOP OF ROOTBALL, BRANCHING TO START) BEAVERTAIL CACTUS DET. Q + -8 HESPERALOE PARVIFLORA --' 5 I GAL. PER PLAN 0.2 LOW 20STD. P N RED A LA YUCCA-- - _ IF UTILITIESINTERFERE _ _ _ - _ - _- - O ERE WITH TREE OR SHRUB PLANTING, THE PLANTS - - __ - _-- - --_ --_ - - - - - DET. I/SHT. L-4.01 ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S O ENGELIA FARIN05A :z AUTHORIZED REPRESENTATIVE. 5-Cl1 6AL. 13 PER PLAN 0.2 LOW STD. PLAN BRITTLE BUSH DET. I/SHT. L-4.01 ' © �. o 4 ALL PLANTING SHALL CONFORM TO THE CITY OF PALM DESERT'S 5-10 LARREA TEIDENTATA 5 GAL. 21 PER PLAN 0.2 LOW STD. PLAN O "LANDSCAPE INSTALLATION GUIDELINES". ® CREOSOTE BUSH �Y q S DET. I/SHT. L-4.01 ��Q Q-y pN LICFHS �C S-I I CA URO C 61CCTUS EA q' TALL 2 PER PLAN 0.2 LOW STD. PLAN LARRY WOLFF N O PROVIDE DECOMPOSED GRANITE IN ALL LANDSCAPE AREA. SASURO CACTUS W/ ARMS DET. I/SHT. L-4.01 `+ C_9784 a rexwre o BRIMSTONE DECOMPOSED GRANITE, 3/8" MINUS WITH 1% FINES DASYLIRION LON61551MA % 0&31-08 Q'= � e, COMPACTED TO A FINAL 2" DEPTH S-12 5 GAL. 32 PER PLAN 0.2 LOW STD. PLAN MEXIGAN 6RAS5 TREE � DET. I/SHT. L-4.01 LOCATION OF SOIL SAMPLE PER PLANTING NOTE 16 ON PLANTING 5-15 DASYLIRION WHEELERI �`''���,�„�„"�`�'��•' r� of cA► DETAIL SHEET. DESERT SPOON 5 GAL. 20 PER PLAN 0.2 LOW 5DET. PIT L-4.01 4 5-14 ENCHINOCACTU5 6RU50NI1 CONSULTANT SOLD BARREL CACTUS 8" DIA. MIN. �4 PER PLAN 0.2 LOW SDE. PLAN I/SIT L-4.01 OttH+ H+HIIIfHf}D _--- O 5-15 LEUCOPHYLLUM CANDIDUM - 5 GAL. 25 PER PLAN 02 LOW/ STD. PLAN DESIGN GROUP INC. _ VIOLET 51LVERLEAF MOD. DET. I/SHT. L-4.01 RJM MUHLENBEROIA LINDHEIMERI 4 PROJECT K E MAP- 5-I6 5 GAL. 60 PER PLAN 0.2 MOD. STD. PLAN (,,")„,_,,,, M(„")M„A H„��„ , SRI=CAHN CAPL4r?" 8AN NAN CAPL41RAN0,CA.■2p76 AUTUM GLOW Piaxrmrc arm LANDSCAPE DET. I/SHT. L-4.01 . LINDHEIMER HURLEY ,{ These plans have been reviewed* by the Coachella Valley Water District in accordance with LANDSCAPE MAINTENANCE NOTE' SALVIA GLEVELANDI I 5 6AL. t 21 PER PLAN O.I VERY STD. PLAN Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring CHAPARRAL 5A&E LOW DET. I/SHT. L-4.01 efficient landscape and irrigation design in cooperation with local governing agency(City or ❑ 5-18 GEREUS HILMANNIANUS 5 GAL. 6 PER PLAN 0.2 LOW STD. PLAN County). REVISION SCHEDULE ' AN ANNUAL LANDSCAPE HILDMANNs GEREUS W/ 3 ARMS DET. I/SHT. L-4.01 `Approval of this drawing by CVWD Staff does not constitute approval to encroach into NO DATE DESCRIPTION MAINTENANCE PROGRAM SHALL BE3 district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind VINE LEGEND may not be planted or installed in CVWD and USBR easements or right-of-waywithout first } obtaining an encroachment permit from CVWD. IMPLEMENTED IN ACCORDANCE WITH SYMBOL BOTANICAL NAME SIZE QTY. SPACING PLANT HATER COMMENT THE CITY OF PALM DESERTS COMMON NAME FACTOR REQ. Date V V_1 MAGFADYENA UNSUIS-GATI 5 6AL. W 15 PER PLAN 0.2 LOW STD. PLAN Water Management Supervisor LANDSCAPE MAINTENANCE YELLOW TRUMPET VINE STAKED DET. 4/ GUIDELINES (CURRENT EDITION) SHT. L-4.o1 r GROUNDCOVER LEGEND Development Services Supervisor DRWN: TD CHKD: EC �- _ SYMBOL BOTANICAL NAME SIZE QTY. SPACING WATER COMMENT DATE: 01-01-06 COMMON NAME REQUIREMENTS W W SYNTHETIC TURF " 1,30o SF PROJECT NUMBER: 0527400 DET. 5/ 'NEX6,RA5S PRISTINE MP m SHT. L-4.01 1. W BY FIBER TURF, INC. OR APPROVED EQUAL DIAL TOLL FREE PLANTING 1 -800-227-2600 - a AT LEAST TWO DAYS PLAN BEFORE YOU DIG I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DRAWING 0 10' 20' 40' NUMBER: L=103 W; .I f t` kill - NOTE TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL 1 I � NOT BE PLANTED, INSTALLED OR BUILT IN VVD -,ND-USBR -EASEMENTS-OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN " ■ ■ X'\� ♦�h..�y \ �♦ ENCROACHMENT PERMIT FROM CVWD " op \ \ A "\yam 7 , ■ , R ■ ■ \♦\♦ �. �```.h 04AMM �1 \ gyyIL 0 4r4 , lr r p In N ■ \\\� Pt: ' \\•\\ `7 `h`^h,,, Virginia y�y�. s }y�N N��)�ry�p@� +N�./��y���` p p< +r H ' ■ •! fIRV }I./MY Li Tower v v ■ vvvv 10470 Foothill Boulevard rN } ' ' , P r r s < \.; \ 1\ R ■ �\ fe�.� �,yN�s�9 �j7 ,/+�s90 a � LANDSCAPE MAINTENANCE NOTE: €} ^l ,''"` ` jrr � ` N . ' . : 9t��'-s�81�9960 VV , II AN ANNUAL LANDSCAPE VIM r , AT MAINTENANCE PROGRAM SHALL BE LF �\, ' N ' N , . ,. r v� L � � �������„h�` IMPLEMENTED IN ACCORDANCE WITH N �f` \\\�`�,�\ �r ,rR " ' ' ' r �j p r �■ r`\ L `� ` h N N ■ ■ eu- N , " III I I N N N 1 9 1 C O' THE ITY F PALM DESERT'S _ N ■ `■ ■ Y \ I LANDSCAPE MAIN AN E �' ■ p X ■ o tla°` /�i \� ° R N N ■ N ^ \ DSC TEN C \ ■ ■1 ■ w LF ■ n ■ « I LF GUIDELINE (CURRENT EDITION) " ■ N Y A ■ N \� II p ■ N X ■ » N R •` x « ■ LF N S ., � `, N ■ . �'` LF R :■' 'I N . , h"h„ N,J\ '+� I ■ Y ■ III �G •+ p p B p pL LF L N iN I -Dis r a r, t ' , ■ :'■ N N O ■ r M Y ■ N `R \, r' ,rr 1 .N ■ R ■_:., ■ ■ ■ A ■ N `h"..h I ..,,.,,,,y,.,.+.w. ■ R w N �- M A ■ 11 fl N M N M N ■ ■ N ■�J@F/�y ■ R ■ ` �\ `� .',`` •r' .R Y �`0. ■ R ■ p ■ ■ ^„^h L LF ■ ■ ■ ■ ■ p , N ■ ■ N ■ ■ ■ ■ If r ■ ■ L -\ ' \;y< � -71`..\II Q M ■ ' ■ fl ' N ' ■ ' Y "-1... ■ ■ ■ ■ ^`^" f ., dI _ �\\•, ` r - � I�, '.■, 'J11 ■ N N ■ H MNo" tl M ■�'Y..-_ ■ ■ `�h'^`.,^` ..,. .:`� ' -\ ■ ■ ■ ■ « p N ■ a Q n ■ p ■ :..■---_ ■ a • ■ N -......... .... , 11 ■ N LF N N N ■ ■ 9 _ 1.J I "".,.,. 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N \ k b l T 9 = I I I ?I \ \\ W U , t I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r _ ■> ; :+ :e : : ; .•'. ; "C„ ,.C.,�,.C.,:..C-,:..�.,�„C.,�..C.,�„C„:,.C.,r.,q..:..C.,:„C..:,\ ,\ ,.C..:,.C..:„C,,:,.C„:„C„ .\..<,.C„:..C.,:,,C,,:,.C.,:,.�..:,.y.. ,\.,,,\ oC..:,y..� , , \ ������, .a.\.\ „a-�\„>✓�\.,>_�\,a-\\ �\.,a-\.\.,il.\.aka,rya„a-1a.,i�a.+a-\a,a�.\.,>_Z\.,a-Zw.+�i„L\a„L�.i,.s-\a.,f-\a.+Lla.a-�a.,a-1\.,>✓�a„>_�a.o�a„i�\.,i1,.,�,.,>✓1.,.,L1.\ \\ ,,,>_\.\.,a�a,a-\.\„a-\.C„>_\.�„i�.0 ,. °.,i����� `�,a���a��t,: _ \\ -\ , t \ No EDGING PER ■ N «° `,- ■\ J ' DET. 8/5HT. L-4.01 CREEK BED PER DET, b/5HT. L 4.01 `\L _ _ ■ ■ N N N ■ ■ » `\.■. W W WROUGHT IRON FENCE PALM FROND MULCH ('I YPa \ 2 _ ' " N N R N ■ N N . N N ■ ■ R , \ SEE SHEET AI2 TO BE INSTALLED \< _ " + ' n ' N ■ . ■ ■ O ■ N �a (n •••� BY OTHERS \; N + ■ N ■ a N Z J TREE LEGEND '` f: N ■ ' ■ N ' e 1 J W ., <�\ W r SYMBOL BOTANICAL NAME SIZE GTY. SPAGIN6 PLANT WATER COMMENT p I Q FACTOR REG. _ \.ter a N ■ I COMMON NAME 'r ;.1 = a " N ' N ' ■ ' N " 1 p n ' a ' I WASHIN6TONIA ROBUSTA , €\\` Q = J • 20' B.T. q PER PLAN 0.5 H16H STD. PLAN MEXICAN FAN PALM DET. 2/SHT. L-4.01 Q .J UD W PHOENIX DAGTILYFERA 20' B.T. b PER PLAN OZ H16H STD. PLAN DATE PALM DET. 2/SHT. L-4.01 10 SHRUB LEGEND V PROSOPIS HYBRID 'PHOENIX' 24" BOX 18 PER PLAN 02 LOW STD. PLAN SYMBOL BOTANICAL ON NAME 51ZE GTY. SPAGIN6 PAGTTOR HATREGER COMMENT PHOENIX MESQUITE DET. 3/5HT. L-4.01 Uj O O 5-1 AGAVE WEBERI I CvAL, 42 PER PLAN 0.2 LOW STD. PLAN ♦A -- __ WEBRIS AGAVE _ _ DET. I/5HT. L-4.01 ACACIA GRASPEDOGARPA 24" BOX 20 PER PLAN 02 LOW STD. PLAN Og BOUGAINVILLEA 'JAMES WALKE • LEATHER-LEAF ACACIA 5-2 5 GAL. 39 PER PLAN OS MOD. 5TD. PLAN Uj DET. 3/5HT. L-4.01 BOUGAINVILLEA DET. I/SHT. L-4.01 GAESALPINIA 61LLIESII Q G 5-3 5 GAL. 18 PER PLAN O.5 MOD. STD. PLAN ACACIA WILLARDIANA YELLOW BIRD OF PARADISE DET. I/SHT. L-4.01 11 I 1 I6 24 BOX PER PLAN .3 N .� _- PALO BLANCO -- _ L O LOW/ STD. PLAN FOUQUIERIA SPLENDENS 8-9 TALL - - - MOD. DET. 3/SHT. L-4.01 - -- - 5-4 9 PER PLAN 0.2 - LOW STD. PLAN OCOTILLO MIN. -1 CANES (BARE ROOT) DET. I/5HT. L-4.01 p DALBER&IA 51500 BAILEYA MULT92ADATA • O 5-5 I GAL. 43 PER PLAN 02 LOW STD. PLAN 24" BOX 24 PER PLAN 0.5 MOD. STD. PLAN DESERT MARIGOLD DET. I/SHT. L-4.01 INDIAN ROSEWOOD DET. 3/5HT. L-4.01 LEUGOPHYLLUM FRUTESGENS LP S-b 5 GAL. 38 PER PLAN 02 LOW/ STD. PLAN O TEXAS RANGER MOD. DET. I/5HT. L-4.01 TIPUANA TIPU Op 5--j OPUNTIA BASILAR15 MIN. 5 PADS 23 PER PLAN 02 LOW STD. PLAN - _ - 24" BOX I3 PER PLAN O.5 MOD. STD. PLAN BEAVERTAIL CACTUS - - - DET. 1/5HT. L-4.01 - - - -- --- - TIPU TREE DET. 3/5HT. L-4.01 HESPERALOE PARVIFLORA O 5-b I GAL. 20 PER PLAN 0.2 LOW STD. PLAN ,D E CORED YUCCA DET. I/5HT. L-4.01 � ENGEL I A FART NOSA 5-q BRITTLE BUSH I GAL• 13 PER PLAN 02 LOW 5TD. PLAN - ��G,�O�y PN LICFHs�yCy/� \, �� � DET. I/5HT. L 4.01 LARRYWOLFF a J 0 QUERGUS VIRGINIANA 24 BOX 8 PER PLAN 0.5 MOD. 5TD. PLAN � LARREA TRIDENTATA SOUTHERN LIVE OAK DET. 3/5HT. L-4.01 ® 5-10 5 GAL. 21 PER PLAN 02 LOW STD. PLAN C-9784 a --91 re CREOSOTE BUSH DET. I/SHT. L-4.01 x 08-31-08 BY: n GARNE6IA 616ANTEA �'�� 9 N y UU 5-11 SAGURO CACTUS q' TALL 2 PER PLAN 0.2 LOW STD. PLAN - � ��� �� �_- y��-- GHITALPA X TA5HKENTEN515 DATE ci, W/ ARMS ►t,,t CA ofi CA��F t DET. I/5HT. L 4.01 , ■ 24" BOX 14 PER PLAN 0.5 MOD. 5TD. PLAN �^ DA5YLIRION LONGISSIMA GHITALPA DET. 3/5HT. L-4.01 O�� c,�® 5-12 MEXICAN 6RA55 TREE 5 GAL. 32 PER PLAN 0.2 LOW DTT. IPLAN L-4.01 � �1 ITURAL CO DA5YLIRION WHEELERI CONSULTANT ACACIA ANEURA 24" BOX 3 PER PLAN 02 LOW STD. PLAN 0 5-13 5 6AL. 20 PER PLAN 0.2 LOW STD. PLAN DESERT SPOON DET. I/SHT. L-4.01 MUL&A DET. 3/5HT. L-4.01 ENGHINOGAGTUS 6WJ�aONll = �: RJM EUCALYPTUS KRUSEANA O 5-14 8" VIA. MIN. '74 PER PLAN 0.2 LOW STD. PLAN KRuSE'S MALLEE 24" BOX 9 PER PLAN 0.3 LOW/ 5TD. PLAN &OLD BARREL CACTUS PROJECT K E MAP P MOD. DET. 3/5HT. L-4.01 DET. I/5HT. L-4.01 DESIGN GROUP&TVITINC. LEUGOPHYLLUM GANDIDUM ;$i M) .�Ieo. O 5-15 5 GAL. 25 PER PLAN 02 LOW/ STD. PLAN VIOLET SILVERLEAF MOD. DET. I/5HT. L-4.01 MUHLENBEROIA LINDHEIMERI These plans have been reviewed* by the Coachella Valley Water District in accordance with 5-Ib 5 GAL. 60 PER PLAN 02 MOD. STD. PLAN BRIMSTONE DECOMPOSED GRANITE 'AUTUM GLOW' DET. I/SHT. L-4.01 Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring PLANTING NOTES LINDHEIMER HURLEY efficient landscape and irrigation design in cooperation with focal governing agency(City or REVISION SCHEDULE N II R I 3/8" MINUS WITH 11% COMPACTED p 9 9 p 9 9 9 y( tY N N a , r , 1 , ■ , TO A FINAL 2" DEPTH 'S- O 5-I"1 SALVIA GLEVELANDII 5 GAL. 21 PER PLAN O.I VERY STD. PLAN County), `--f�... IN ALL PLANTING AREA O FOR PLANTING INSTALLATION NOTES SEE PLANTING DETAIL SHEET. CHAPARRAL SAGE LOW DET. I/SHT. L-4.01 *Approval of this drawing by CVWD Staff does not constitute approval to encroach into NO DATE DESCRIPTION GEREUS HILMANNIANUS district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind FINAL SELECTION TO BE APPROVED 'f QEES TO BE SINGLE TRUNK AND SINGLE LEADER LOWER BRANCHES 5-18 HILDMANN'S GEREU5 5 GAL. b PER PLAN 02 LOW STD. PLAN may not be planted or installed in CVWD and USBR easements or right-of-way without first 2 W/ 3 ARMS DET. I/5HT. L-4.01 BY THE WATER DISTRICT/CITY TO BE INTACT (6' ABOVE TOP OF ROOTBALL, BRANCHING TO START) obtaining an encroachment permit from CVWD. 6 - 12 PEBBLE/COBBLE CRESTA 3 IF UTILITIES INTERFERE WITH TREE OR SHRUB PLANTING, THE PLANTS " VINE LEGEND Date ARE TO BE PLANTED AT THE DIRECTION OF THE OWNER'S SEE DETAIL 6/ SHEET L-4.01 AI)THOOZED REPRESENTATIVE. SYMBOL BOTANICAL NAME SIZE GTY. SPAGIN6 PLANT HATE COMMENT ` Water Management Supervisor FINAL SELECTION TO BE APPROVED N: COMMON NAME FACTOR REG. BY THE WATER DISTRICT/CITY O ALL PLANTING SHALL CONFORM TO THE CITY OF PALM DESERTS I , MAGFADYENA UN6U15-GATI 'LANDSCAPE INSTALLATION GUIDELINES'. V-I 5 GAL. 15 PER PLAN 0.2 LOW STD. PLAN YELLOW TRUMPET MINE STAKED DET. 4/ pSupervisorDRWN: TD CHKD: EC Development Services CRESTA BOULDER AND SCHEDULE PROVIDE DECOMPOSED GRANITE IN ALL LANDSCAPE AREA. 5HT. L-4.01 SEE DETAIL 6�7/ SHEET L-4.01 BRIMSTONE DECOMPOSED GRANITE, 3/8' MINUS WITH 11% FINES DATE: 01-01-06 COMPACTED TO A FINAL 2' DEPTH GROUNDCOVER LEGEND FINAL SELECTION TO BE APPROVER _ PROJECT NUMBER: 0527400 BY THE WATER DISTRICT/CITY LOCATION OF SOIL SAMPLE PER PLANTING NOTE 16 ON PLANTING SYMBOL BOTANICAL NAME SIZE GTY. SPAGIN6 WATER COMMENT DETAIL SHEET. COMMON NAME REGU I REMENTS SYNTHETIC, TURF 'NEXGRA55 M15TINE MF 1,300 SF DIAL TOLL FREE PLANTING W W W W BY FIBER TURF, INC. 5HT. L-4.01 OR APPROVED EQUAL i v 1 -800-227-2600 PLAN AT LEAST TWO DAYS BEFORE YOU DIG a - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' DRAWING L=104 0 10' 20' 40' NUMBER: i PLANTING NOTES: 1 . ALL PLANTING SHALL CONFORM TO THE CITY OF PALM DESERT'S "LANDSCAPE INSTALLATION GUIDELINES" 2. ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. 3. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, �a AND OTHER ADDITIONAL PLANTING INFORMATION. DO NOT OVER TIGHTEN CINCH TIES, RANC210CUC,ACOARU- LSC►At-81 R1'YIL s 4. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY OF PALM DESERT ALLOW TREE TO MOVE DEPRESSED WATERING BASIN PRIOR TO INSTALLATION. SOUTINIM CALEFORNU Geotextile Fabric Per PER 21/2 LODGE PALE PINEttrr [)are Tower5. FINAL LOCATION OF ALL PLANT MATERIALS SHALL INSTALL PER PLAN. Manufacturer Specs. ARCHITECT '��, 01 PLAN TREE STAKE (2 EACH) -w• >n SET TO TOP OF ROOT CROWN AT FINAL GRADE 10470 Foothill Boulevard ANY CHANGES NEED TO BE RE SUBMITTED FOR REVIEW TO THE CITY PRIOR TO ANY CHANGES IN FIELD. CINCH TIES MINIMUM 12 AWAY FROM EDGE OF ROOTBALL Conc. Seat Wall Per FiberTurf"NexGrass Pristine MP. Secure Rancho Cucamonga Architect's Drawings With 8" Spike On The Edge Of Turf SET TOP OF ROOT CROWN AT FINAL GRADE �FINISH GRADE Ca l fomid 91730-3754 6. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER 48 HOURS PRIOR TO Compacted Class 2 Aggregate sub-base COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. `" DEPRESSED WATERING BASIN =111111 11111111111 IIIIII (1111 tek 909- 87-t�9t?9" v d . Concrete Seat Wall per Architect's Drawings 111111= = 111111 111111 fcw 909 980-9980 7. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND """"""""""" INAL GRADE 1111 Milli _11011�11111­11N11= 111111 BACKFILL REQUIREMENTS. P°a. — = NATIVE UNDISTURBED SOIL a _ Q �—� � � e II ul1N i � — 11 - 11-1 = 11 °� � ---- II IIII I . I ._ IIIII.=1 8. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT NATIVE UNDISTURBED SOIL 2X ROOTBALL LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN — Illi I IIII I—I NOTE TO THE LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE - I THE IFIr SIONSAEMSTALLEDPERFIBERTURF SPECIFICATIONS ANO RECOMENDATIONS. THEMATERIALS. -III-I LOCAL REPRESENTATIVE 7777777 MAYBE CONTACTED FOR SECTION I FURTHER INFORMATION.77777777 NOTES: 2X ROOTBALL 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS FOR PLANT PIT SIZE REFER NOTES: TO SHOW ROOT CROWN AND BRANCH STRUCTURE. PHOTOS SHOULD INCLUDE A PERSON TO SPECIFICATIONS. FOR SCALE PURPOSES. ALL BOX TREES SHALL REPRESENT RECOMMENDED AVERAGE TREE IN TURF AREAS LEAVE A BARE AREA PLANT SHRUBS MINIMUM OF 3' FROM SPECIFICATIONS PER THE CURRENT ARIZONA NURSERY ASSOCIATION STANDARDS APPROX. 16" AWAY FROM TREE RASE CURB IN MEDIANS, 3' FROM CURB/SIDEWALKS IN ALL DIRECTIONS IN PARKWAYS OR AS NOTED ON PLANS MATERIAL FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. THE CONTRACTOR SHALL ALSO SUBMIT WRITTEN SPECIFICATIONS FOR ALL PLANT MATERIAL APPLY O SED GRANITE THICK LAYER OF DECOMPOSED 1" THICK LAYER OF SPECIFIED ON THIS PROJECT PRIOR TO PLACING ORDER. FAILURE TO DO SO COULD RESULT DECOMPOSED GRANITE IN THE REPLACEMENT (AT CONTRACTOR'S EXPENSE) OF ANY PLANTS DETERMINED ON TOP OF ROOT BALL ON TOP OF ROOT BALL UNACCEPTABLE BY CITY OF PALM DESERT. STAKE SINGLE TRUNK TREES IF NEEDED DO NOT STAKE MULTI TRUNK TREES FORM 3" BERM TO CREATE TEMPORARY WATERING 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS BASIN (USE WITH BUBBLER IRRIGATION ONLY) BASIN {U OR PLANT DISEASES. PRE-SELECTED OR `TAGGED' MATERIAL MUST BE INSPECTED BY THE FARM (U BERM TO CREATE TEMPORARY WATERING CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S (USE WITH BUBBLER IRRIGATION ONLY) OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. 11 . CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR WITH ALL DATE: MARCH 2O08 SCALE: NONE V UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE DATE: MARCH 2D06 TREE INSTALLATION SCALE. NONE SHRUB I �JSTALL.ATION � PLT DRAWING hip. RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. PLT DRAW3NIG NO. Signature on File 00,E V Signature o File _ �� �1 LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM ()EXERT I IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY z I) BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER/OWNER. THE CONTRACTOR SHALL 5 SYNTHETIC TURF 3 TREE STAKING 1 SHRUB PLANTING Q ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH CONSTRUCTION MANAGER Q W AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. w Q CONTRACTOR TO CON5TRUCT A 5' WIDE SAMPLE PLANT PALM SO THAT W U Q 14. LANDSCAPE CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER OF ROCK/COBBLE 504ALE. SAMPLE TO BE AXIS IS PLUMB z ., OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. REVIEWED AND APPROVED BY CITY/ARCHITECT PRIOR TO GOMMENGINS SITE WORK. $,-12' VARIES Imm Q � �; N 15. CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 2% MINIMUM Cl) j LwL W ALLOWED. J I J 3 Z J w 16. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR WIDTH VARIES 3' TO 5' 4 — w Q SHALL HAVE SOIL SAMPLES TAKEN AT SEVEN DIFFERENT LOCATIONS THROUGHOUT THE SITE. > THESE SAMPLES SHALL BE TESTED BY LOCAL SOIL ENGNEER FOR SOIL & 12" WALL ANCHOR AND SCREWS O FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. WITH TYR O O 18 GAUGE GAL WIRE y = J TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1 ) GROUND LEVEL TO 10 DEEP, (2) _ J 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND 0 0 L0 Q J BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION a 0- 12* 0 L0 W AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS. SUBMIT SOIL REPORT TO OWNER'S REPRESENTATIVE PRIOR TO PLANTING. LO 17. GROUND COVERS AND SHRUBS SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE 2 5EGTI0N 12" 0 O Uj Q INDICATED. SCALE: 1/4" = 1'-0" 0 0 U 18. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- E30ULDER 50HEDULE A Uj W SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. 0 _ SOIL SHALL MATCH SOIL TYPE AT PROJECT CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY LOCATION: BOULDER 51ZE (APPROXIMATE) 0 FINISH GRADE �• INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED #1 (20%) #2 (50%) #5 (50%) 18" ob 4030 VINE AND APPROVED PRIOR TO SOIL IMPLEMENTATION. 4'LX5'WX4'D 3'LX4'WX5'D 2'LX3'NX3'D FINAL GRADE DRY CREEK BED CHANNEL 64 9'1 161 — — 19. ALL LANDSCAPED AREAS SHALL APPLY WITH A 1 „ THICK LAYER IIIIII�111I — III11IIIIIIIlllll II1111 111111 _ R11110111111 111111 111111 1= IIIIII= J OF DECOMPOSED GRANITE ON TOP OF ROOT BALL AT THE CONCLUSION OF PLANTING OPERATIONS. 111111= IIIIII 111111 111111®-- IIIII IIIII LEC�ND: Illlll _ — I11111 1III1 IIIII=111111 Illlll 111111 NATIVE UNDISTURBED SOIL Q 20. PLANT SHRUBS MINMUM OF 3'-0" FROM EDGE OF CURBS/SIDEWALKS/WALLS. 1 ROCK-SWALE CHANNEL. _ - 1 '(11 � NOTES; _ - - 111111 2X ROOTBALL Illlll a 21 . REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION, 2 010% COMPACTED 5UBGRADE. FOLLOW 501LS REPORT 2X ROOTBALL TAMP & WATER-SETTLE UPON PROVIDING SUPPORT PER DETAIL. O RECOMMENDATIONS. WHILE PLANTING O CONCRETE WALK/CURB.—NATIVE UNDISTURBED SOIL y PN L I°Fro q�� TOP OF ROOT BALL _ '� � ACV, �,N°sCAp s NOTES: NOT TO BE LOWER THAN FINISH GRADE ® ACCENT BOULDER5-LOCATION PER CONSTRUCTION n - a m APPLY 1 THICK LAYER OF APPLY 1 THICK LAYER OF LARRY WOLFF N PLAN. SIZE PER 'BOULDER SCHEDULE' THIS DETAIL. DECOMPOSED GRANITE DECOMPOSED GRANITE C-9784 J —re a I O GRE5TA GOBBLE - 6" MIN. - 12" MAX. EMBED IN ON TOP OF ROOT BALL ON TOP OF ROOT BALL % 08-31-08 Q- - SPOUT. %T� I''``` ���t� -^ 9p� � OF CAI.\ rErrsR GRADE © 4" OF GROUT. \••••\ 20' III1 CONSULTANT —IIIII 7 DRAIN - SEE CIVIL ENGINEER PLANS FOR LOCATION. CURB - - "IIII` COORDINATE WITH DRAIN INSTALLER PRIOR TO MARCH 2O08NONE MARCH' 2008INSTALLATIONNONE . Ai.l C'AVITrF� AND VCIIC�S IIIIII - ARE TO BE BURIED DATE: E S PA�I E R DETAIL GONSTRUGTI ON. SCALE:� DATE:. PALM�� TREE SCALIw. PLT DRAWING NO. PLT DRAWING NO. RJM L D ,1 Signature on File Signature on File DESIGN GROUP INC. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT Q� PL%NNI G nrm LWIDSCL� LVAUTiMii>r NOTES: 71L( M .B.N JUAM . m,cw),r�s->Moo nt row►sae-ee�o s-NA aaem.n.a A. NATURAL BOULDER5 SHALL HAVE 1/5 EMBEDMENT, COBBLES SHALL HAVE 2/5 EMBEDMENT. 4 VINE DETAIL 2 PALM DETAIL I B. ALL ROCK PLACEMENT AND INSTALLATION SHALL BE UNDER REVISION SCHEDULE THE DIRECTION OF THE CITY REPRESENTATIVE. NO DATE DESCRIPTION �I FINISH OFADE C. BOULDERS AND GOBBLE SHALL BE SMOOTH, ROUNDED AND lip = FREE OF OBJECTIONABLE P15FI6,URATION5 AND EXCESSIVE PER PLAN IRON CONTENT. O r FLr�,rr�; .� O FINAL �TIOBBE APPROVED �.ALL i;,�OrITbLS AND "dtl- " �� � GRADE APE TO BE JRIED D. BID PROPOSAL SHALL INCLUDE MATERIAL, DELIVERY AND ® BY THE WATER DISTRICT/CITY These plans have been reviewed* by the Coachella Valley Water District in accordance with 2 o MIN. 2% I N. INSTALLATION OF ACCENT BOULDERS. _ — -- Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section 65597 et seq. requiring _'...' .' :....':.. ': r _ :• — — O 5/16" X 5-1/2" ALUMINUM EDGING AND STAKE BY ' E. CONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLE OF I_i;,_ `:�` _ :. :: i. __ CURV-RITE, PI, No. (800) 566-28-18 OR APPROVED EQUAL. efficient landscape and irrigation design in cooperation with local governing agency(City or I EACH BOULDER 4 GOBBLE TO THE 51TE FOR REVIEW AND I I — " ' INSTALL PER MANUFACTURER'S SPECIFICATION County). NOTES: APPROVAL PRIOR TO DELIVERY OF MATERIAL. I( I I it I IT I I —1 I I=1 I I=IIIII I 1=1 I IE'J I 1�,111,�11 11=1 11= I — lO COLOR: BLACK ANODIZED "Approval of this drawing by CVWD Staff does not constitute approval to encroach into =1I II I III-1I1- -III=III Ill ALL NIMLAi! BOULDERS;3NOT7 TO BE DuRr�C �I—III— ® COMPACTED 5UB6RADE district and USBR Rights-of-Way. Trees plants,walls and permanent structures of any kind DRWN: TD CHKD: EC I � ti�r������,, ,�� ��,- -�� E��E�� ,� I� I�I- III= 11= , FROM TOP Oa CURB F. BOULDERS 4 GOBBLE TO BE CRE5TA ROCK AVAILABLE —I� SECTION — _ 3 PER SOIL ENGINEER'S REPORT 3 FROM SOUTHiNESfi BOULDER STONE. -III- SCALE: I-I/2" = I' -� �I 4 FINISH GRADE may not be planted or installed in CVWD and USBR easements or r4ht-of way khout first ALL BOULDERSURB TO BE E MINIMUM OT TEL PHONE No.:(b-M) SWB-ROCK. obtaining an encroachment permit from CVWD. DATE: 01-01-06 fir�c�M Ct�r��3/`s4Af2C3aC�tPE l%N�E�`S �IC7TEf3 ON Pr,Af*€ BOULDERS iN CLUSTERS TO BE SET AT S. ALL SUBSTITUTIONS TO BE APPROVED BY LAN05CAPE Date PROJECT NUMBER: 0527400 VARIOUS HOGHTS PER CITY APPROVAL ARCHITECT PRIOR TO PURCHASING. Nolr=s- Water Management Supervisor ® INSTALL VeCOMP05ED 6RANITE PER © CONTRACTOR SHALL PROVIDE 5'XV SAMPLE H. BOULDERS SHALL BE PLACED/POSITIONED IN TIGHT MANUFAC�LIER OF 5TABILIZED DEGOMP05ED GRANITE PROXIMITYPLANTING 4 PROXIMITY TO ADJACENT BOULDERS IN ORDER TO SPECIFICATIONS. TO THE L.AN05CAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO GON5TRUGTION. Develo DATE r`�RCH 20,0 ,., _ G 1 Tr �1 . 1 1 SCAL�.....NrCN REPRESENT NATURAL BOULDER OUTCROPPING5. © INSTALL ALUMINUM EDGING PER pment Services Supervisor MANUFACTURER/SUPPLIER D CONTRACTOR SHALL PROVIDE SAMPLE OF DETAILS S3grrtr on Ple SPECIFICATIONS. OF ALUMINUM EDGING ,CONNECTOR, AND STAKE TO THE LANDSCAPE ARCHITECT FOR REVIEW Lf�hdCi5�,�4'E: I�N� IltNrl��',�,FE r�+.'1S'I'3N C QE W'AL;�I t�ESERB k AND APPROVAL PRIOR TO CONSTRUCTION. 7 BOULDER 6 CREEK BED 8 EDGING DETAIL DRAWING NUMBER: L=4w0l - � I I , I . I � . . . I I I SECTION 02935 C. Final Grades: SECTION 02930 3. Piping under existing walks is generally installed by jacking,boring or hydraulic driving. I I Any cutting or breaking of sidewalks andlor concrete necessary shall be performed by the 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's f. Two keys for each automatic controller. SECTION 02810 LANDSCAPE MAINTENANC � 1. Grade all planting areas to a level of 2 inches below the adjacent pavement surface LANDSCAPE PLANTING authorized representative. I L where ground cover is present and 3 inches below where bark mulch is used. Where no � Contractor. Paving shall be replaced as a part of the contract cost. Permission to cut or 1. PARTI GENERA grades are shown,grade between existing or fixed controls(such as walks,curbs,catch break sidewalks and/or concrete shalt be obtained from the Architect, No hydraulic driving Z Do not proceed with installation in areas of discrepancy until all discrepancies have been 9. Twenty(20)of each type of drip emitter specified In the irrigation design. IRRIGATION SYSTEM basins)and elevations shown to provide a smooth and continual plane. Rake and level 1. PART I GENERA will be permitted under asphaltic concrete paving. as necessary to obtain true and even surfaces. resolved. 2. Turn over this equipment to the Owner at the conclusion of the project. Before final 1. PART I GENERAL 1.1 GENERAL CONDITIONS 1.1 GENERAL CONDITIONS: 4. Coordinate installation c1pipling and sleeves under paved areas with General Contractor. acceptance can occur,written evidence that the Owner has received material must be A. The requirements of the "General Conditions of this Contract" and of Division 1, "General 2. Finish grading shall ensure proper drainage of the she. A. The requirements of the "General Conditions of the Contract" and of Division 1, "General C, Grades: shown to the Architect. 1.1 WORK INCLUDED Requirements,"shall apply to all work of this Section with the same force and effect as though 3. Surface drainage to be at 2%minimum in planting areas. Requirements,"shall apply to all work of this Section with the same force and effect as though E. Assemblies: I 1. Before starling work, carefully check all grades to determine that work may safely 1A PRODUCT DELIVERY,STORAGE AND HANDLING A. Supply material,pipe,pipe fittings,automatic valves,wiring,and labor to install a fully automatic . repeated in full herein. 4. Re-grade and replant all erosion scars. repeated in full herein. 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install proceed,keeping within the specified material depths with respect to finish grade. I sprinkler system.Restore any existing landscaping that may be disturbed during the installation, B. All maintenance practices shall conform to the City of Palm Desert Landscape Maintenance 1.2 SCOPE OF WORK lines and various assemblies to conform with details on plans. A. Exercise care in handling,loading,unloading,and storing of p.v.a pipe and fittings. Transport Guidelines,current edition. D. Disposal of Excess Soil; Dispose of unacceptable or unused excess soil off site, 1 2. Final grades shall be accepted by the Landscape Contractor before work on this section II pipe in a vehicle which allows,the length of pipe to fie flat,to avoid undue bending or 1.2 QUALITY ASSURANCE&REQUIREMENTS I A. Work Included: 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. will be allowed to begin. concentrated external load at any point.Any section of pipe dented or damaged will be discarded. 1 1.2 SCOPE OF WORK E. Weed Control: ' All labor, materials, equipment, and services necessary for and incidental to performing all D. Field Measurements: If installed,it will be replaced with new piping. A. Permits and Fees: Obtain and process all permits and inspections as required. - A. Work Included 1. After soil preparation and establishment of final grades prior to any planting, the operations of the work for this section,complete as shown on the Drawings or specified herein. 3. All directional changes shall be performed using 45 degree elbows. No 90 degree elbows - . -_ - Contractor shall irrigate thoroughly for three weeks or until the weed seeds have Work includes,but is not necessarily limited to,the following: shall be used without approval of Architect. B. Cover arty pipe stored outdoors to p.alect itfrom sunlight. B. The supplying agency's rules and regulations regarding its use shall be a part of the. All labor,material,equipment and services necessary to maintain the landscape in an attractive germinated. When there is sufficient weed seed germination,the Contractor shall apply a 1. Make all necessary measurements in the field to ensure precise fit of items in accordance . specifications. It is the Contractors responsibility to be aware of and adhere to same. Contractor conditions acceptable to the Owner for a period of 90 days. post-emergent contact weed killer according to Manufacturers directions.Contractor shall I. Sol]Preparation 4. No more than one size may be used when reducing or increasing a fitting outlet,unless with the original design. Contractor shall coordinate the installation of all irrigation 1,5 SUBSTITUTIONS shall pay for all water usage until maintenance period is over. remove any residual foliage and roots.The Contractor shall wait an additional two weeks 2. Staking materials with all other work. B� Contractor shall pay for all water used until maintenance period is over. to allow the weed killer to dissipate, then plant as indicated in the plans and 3. Planting approved by Architect. A. Submit under the provisions of Section 01 630, specifications. 4. Clean Up 2� All scziled dimensions are approximate.The Contractor shall check and verify all size C. Follow manufacturer's directions and detailed drawings in all cases when the manufacturers of C_ Related Work in Other Sections: i 5. Install all assemblies specified herein In accordance with respective detail. In the absence articles used in this contract furnish directions covering points not shown in the drawings and 2. Perform the following weed abatement program for slope areas exceeding 3:1: 1.3 I of detail drawings or specifications pertaining to specific items required to complete work, dimensions prior to proceeding with work under this section. 1.6 GUARANTEE specifications. I 1. Irrigation System perform such work in accordance with best standard practice,with prior approval from I I I responsible for damages to utilities. Contractor shall be responsible for damages to supplementary conditions of these specifications shall be filed with the Owner or his representative and requirements and rules and regulations governing or relating to any portion of this work are I I 1.3 QUALITY ASSURANCE b. Manually remove all remaining weeds,and dispose ofoff-site. being ordered to Owner's authorized . utilities which are caused by his operations or neglect. prior to acceptance of the irrigation system. hereby incorporated into and Made a part of these specifications,and their provisions shall be I 1. Submit documentation of all plant material ' Architects 1� 2. Landscape Planting a. Spot spray all perennial weeds with a non-selective systemic contact herbicide. A. Source Quality Control: � Architect. 3. Exercise extreme care in excavating and working near existing utilities.Contractor shall be A. Sprinkler irrigation system guarantee shall be according to the following form. The general and D. All local,municipal and state laws,Title 22,Coachella Valley Water District Board Order 97-700, A. Representative/City of Palm Desert at least 60 days prior to start of planting. Arrange 1 6. P�V�C�pipe and fittings shall be thoroughly cleaned of dirt,dust and moisture before The Contractor's representative shall be experienced in Landscape Maintenance. C. Install irrigation system, procedure for inspection of plant materials with Landscape Architect at time of i Installation, Installation and solvent welding methods shall be as recommended by the E. Diagrammatic Intent: B. Manufacturer warranties shall not relieve the Contractor of his liability under the guarantee. Such carried out by the Contractor. Anything contained in these specifications shall not be construed to JUNCW cucmomu-PoMm-AWFRD= submission. I pipe and fitting manufacturer, conflict with any of the above rules and regulations or requirements of the same. However,when 1.4 MAINTENANCE PERIOD d. Hand water all planting areas to promote weed germination and growth. i warranties will only supplement the guarantee. these specifications and drawings call for or describe matedals,workmanship,or construction of a A. The Contractor shall continuously maintain landscape and irrigation in all areas involved in this a. When weed seeds have germinated and grown to a height of 2-inches, 2. Plants shall be subject to inspection and approval by Owners authorized Representative � 7. On p.v.c.to metal connections,work the metal connections first. Permatex#15 or The drawings are essentially diagrammatic.The size and location of equipment and fixtures are better quality,higher standard,or larger size than is required by the above rules and regulations, � Contract during the progress of the work and during the maintenance period until final acceptance discontinue irrigation for a period of three(3)days to prepare the areas for &City of Palm Desert at place of growth or upon delivery for conformity to Specifications. i drawn to scale where possible.Provide offsets in piping and changes in equipment locations as C. Include a copy ofthe guarantee forms in the Operations and Maintenance Manual. Such approval shall not impair the right of inspection and rejection during the progress of I approved equal shall be used on all threaded p.v.c.to ii and an all threaded p v.c.to the provisions of these specifications and drawings shall take precedence. : necessary to conform with Structures and to avoid obstructions or conflicts with other work at no SOUTBERN CAIMORNU of the work by the Landscape Architect and the Owner. Improper maintenance or possible poor access. the work. Specimen trees must be approved and tagged by Owner$ authorized . ! metal joints. Light wrench pressure is all that is required. Where threaded p.v.c. condition of any planting at the termination of the scheduled maintenance period may cause � additional expense to Owner. D. The guarantee form shall be typed on the Contractors letterhead,as follows: Representative&City of Palm Desert at point of growth. I connections are required, use threaded p.v.c. adapters into which the pipe may be E. Superintendent; 'r postponement of the final completion date of the Contract. Maintenance shall be continued by the L Spray all weeds with a non-selective contact herbicide and Ursa formaldehyde I � welded. : Vi ginia Dare To~ Contractor until all work is acceptable. in order to carry out the plant maintenance work,the 38-0-0 liquid fertilizer. Apply no water for four(4)days following application of 3. Submit written request for inspection of plant materials at place of growth to Owner's i F. Layout: SPRINKLER IRRIGATION SYSTEM GUARANTEE 1. There shall be a fully qualified irrigation and landscape superintendent satisfactory to the Contractor shall furnish sufficient men and adequate equipment to perform the work during the contact weed killer. authorized Representative&City of Palm Desert.Written request shall state the place of � maintenance period. Maintenance period shall not start until all elements of construction,planting, � 8. Exact locations of all major equipment shall be verified with the Architect before owners representative on site at all times during progress ofthe work.The contractor and 10470 Foofiilll Boulward growth and quantity of plants to be inspected. The Owner's authorized Representative& � 1. Prior to installation,the Contractor shall stake out all pressure supply lines,routing,and We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free and irrigation for the entire project are in accordance with Drawings and Specifications and 9. Allow sufficient period of time to ensure all weeds are dead. Follow herbicide City of Palm Desert reserves the right to refuse inspection at this time if.in his judgment, I installation. I As onsite project superintendent shall have worked on similar landscape and irrigation I location of sprinkler heads,valves,and automatic controller. from defects in materials and workmanship,and the work has been completed in accordance with accepted by the owner, The Contractor shall request an inspection to begin the maintenance manufacturer's directions. a sufficient quantity of plants is not available for inspection. I projects of Similar scope,complexity,and size as shown on these construction documents Rancho Cucamonga - period after all planting and related work has been completed. Prior to the date of final inspection, 9. Unless otherwise approved,locate quick coupling valves within 12 Inches of hardscape,or the drawings and specifications,ordinary wear and tear excepted. We agree to repair or replace and specifications within the City of Palm Desert within the preceding five years. the Contractor shall acquire from the Landscape Architect approved reproducible prints and finally F. Pruning: 1 2. Layout irrigation system and make minor adjustments required due to differences between any defects in material or workmanship which may develop during the period of one year from the 1 A PRODUCT DELIVERY,STORAGE,AND HANDLING I in separation between shrub and lawn areas. CoNomlo 91730-37r,,A record from the job record set all changes made during construction,label said prints'Record . site and drawings.Where piping is shown on drawings under paved areas but running date of acceptance, and also to repair or replace any damage resulting from the repairing or #I%0I Drawings,"and deliver to the Landscape Architect. Prior to the date of final inspection,the Pruning shall be limited to the minimum necessary to remove injured twigs and branches. A. Delivery: I parallel and adjacent to planted areas,Install the piping in the planted areas. replacing of such.defects,at no additional cost to the Owner. We shall make such repairs or 2, Do not change the superintenclent without the consent of the Architect. Contractor shall deliver to the Landscape Architect the"Landscape and Irrigation GuarantaI as 10. - Assemble pressure supply steel pipe and fittings using red lead and boiled linseed oil required. G. Layout of Major Plantings: paste,or an approved equivalent.Apply to male threads only, replacements within three days after receipt of written notice. In the event we fail to make such 3. The superintendent shall be authorized to represent the Contractor. I. Deliver fertilizer to site in original unopened containers bearing manufacturer's G. Water Supply: repairs or replacements within a reasonable time after receipt of written notice from Owner,we .L_1- guaranteed chemical analysis,name,trademark,and conformance to State law. , I B. When the contractor has completed all the landscape and irrigation work, he shall request Locations for plants and outline areas to be planted shall be marked on the ground by the � authorize the Owner to proceed to make said repairs or replacements at our expense and we will Mi., 909-987-0909 inspection by the owner and architect. A"punch list win be developed form this inspection. Contractor before any plant pits are dug. All such locations shall be approved by the Owner's 2. Deliver plants with legible identification labels: I it. Locate quick couplers in shrub areas,within 12 inches of header or hardscape. 1. Connections to,or the installation of,the water supply shall be at the locations shown on pay the costs and charges therefore upon demand.This guarantee is supplemental to the required F. Explanation of Drawings: Maintenance period(90 days)will not begin until all punch list items are complete and accepted by authorized Representative/City of Palm Desert. If an underground construction or utility line is the dravAngs.The Irrigation Drawings are diagrammatic and minor changes caused by the guarantee in the project manual. --_ fing 909-980-9980 . .. owner and architect. Irrigation maintenance is included in the above. encountered in the excavation of planting areas,other locations for planting may be established by a. Label trees,evergreens,bundies of containers of like shrubs,or groundcover 12. Locate tree irrigators at each tree. Install as indicated on drawings,including vents,fifters, actual site conddicirs or points of connection shall be made at no additional expense to 1. Due to the scale of drawings,it is not possible to indicate all offsets,fittings,sleeves,etc., the Owner's authorized Representative/City of Palm Desert. planI etc, Owner. PROJECT: which may be required.Carefully investigate the structural and finish conditions affecting 1.5 this work and plan work accordingly,furnishing such fittings,etc.,as may be required to i H. Excavation for Planting: b. State correct plant name and size indicated on plant list. F. Flushing of System: CONTRACTOR: meet site conditions. Drawings are generally diagrammatic and indicative Of the work to A. The selection of herbicides,application rates and methods are to be performed under the control H_ Electrical Service: ADDRESS be installed. Install the work in such a manner as to avoid conflicts between irrigation and guidance of a State of California licensed pest control advisor and applicator. 1. Shape C. Use durable waterproof labels with water-resistant ink which will remain legible 1, After all new sprinkler pipe lines and risers are in place and connected,all necessary PHONE NO.: system,planting and architectural features. a. Vertical sides and flat bottoms. See City of Palm Desert Standard Detail. for at least sixty days. diversion work has been completed,and prior to installation of sprinkler heads,open the I. Connections to the electrical supply shall be at the locations shown on the drawings, BY' I Minor changes caused by actual site conditions shall be made at no additional expenses DATE OF ACCEPTANCE: WLC/0527400 LANDSCAPE MAINTENANCE 02935 controf valves and use a full head of water to flush out the system. to Owner. BY, 2. The word Architect as used herein refers to the Project Architect and Landscape Architect. (Consultant 04/16109) WLC/0527400 i awn.�r.Ap-­­-­­----- WLC/0527400 LANDSCAPE PLANTING 02930 1 1 (1) �.i (Consultant 04/16109) (5) (Consultant D4/16/09) (1) WLC/0527400 IRRIGATION SYSTEM 02810 'k .6 'p, (Consultant 3/25108) (13) WI-C10527400 IRRIGATION SYSTEM 02810 WLC10527400 IRRIGATION SYSTEM 02810 WLC10527400 � (Consultant 3126/08) (9) (Consultant 3/25/08) . IRRIGATION SYSTEM 02810 k 1 (5) (Consultant 3/25/08) (1) 1 2. PART2 PRODUCTS . 2.1 2. Partially refill hole to a height that when a plant is placed,the top of root shall be at final III,,, grade. 3. Protect plant material during delivery to prevent damage to root ball or desiccation of 2. Lines shall be flushed with domestic water unless an appropriate discharge area is 2. Contractor shall make electrical connections to the irrigation controller.Electrical power 1 3. Furnish and install all work c fed for on the drawings by notes or details whether or not III, A. pproved by Coachella Valley Water District prior. source to controller locations shall be provided by others, 11 III leaves. 1.7 TEMPORARY REPAIRS a III All materials used shall either conform to the Specifications in other sections or shall be 3, Form shallow basin a around outside edge of rootball by depressing soil slightly below 4. The Contractor shall notify the Omer's authorized Representative/City of Palm Desert specifically mentioned in the specifications. acceptable to the Owner. The Owner shall be given a monthly record of all herbicides, A. If the contractor falls to effect repairs in order to protect the plants,the Owner reserves the right to I - insecticides,and disease control chemicals used, finished grade. Form basin rims. seven days prior to delivery of all plant materials and shall submit an itemized list of the 3. Install sprinkler heads only after the system has been flushed to the complete satisfaction 3.2 TRENCHING . make temporary repairs as necessary to keep the sprinkler system equipment in operating 4. Irrigation shown is diagrammatic. It is intended that full coverage will be provided to all 3. PART 3 EXECUTION 4� Individually hand water each plant to saturate rootball and adjacent soil immediately after plants in each delivery- of the Architect. condition. The exercise of this right by the Owner does not relieve the Contractor of his planting areas and full coverage may necessitate moving and/or adding valves,laterals, IS TRIC I planting. B. Storage: A. Excavations shall be straight with vertical sides,even grade,and support pipe continuously on responsibilities under the terms of the guarantee as herein specified. and heads. Full coverage is included in the contract price at no additional cost to owner. � 3.1 MAINTENANCE 5. Adjust for settlement and grade areas around plants to finish grades and dispose of G. Sprinkler Heads: bottom of trench.Trenching excavation shall follow layout indicated on drawings to the depths At a minimum,the quantities shown on the landscape irrigation plans are included in the 1. Store plant material in shade and protect from weather. below finished grade and as noted.Where lines occur under paved area,these dimensions shall be 2. PART 2 PRQD contract. A. Perform watering,spraying,and pest control as deemed necessary by specific site conditions. excess soil. Maintain and protect plant material not to be planted within four hours. 1. Install the sprinkler heads per the drawings and according to their respective details. considered below subgrad(30"minimum to final grade). B. Street gutters and curbs are to be included in the debrisisillation removal program. - 6. Stake trees designated with stake or stakes onwindward side of tree as detailed. 2. 1 2. spacing of heads shall not exceed 5 percent of the sprinkler radius. B. Provide minimum cover of24 inches on pressure supply lines 2-1/2 inches and smaller. 2.1 MATERIALS . 5. Do not install the irrigation system as shown on the drawing when it is obvious in the field C. Handling: that obstructions,grade differenres or discrepancies in area dimensions exist that might C. Maintain adequate protection of all plant material for people and prop",and be financially 7. All plants which settle deeper than specified above Shall be raised to the correct level. a and as specified herein,or not have been considered in engineering. Bring such obstructions or differences to the . After the plant has been placed,additional backfill shall be added to the hole to cover 1. Do not drop plant materials. H. Valve Boxes: C, Provide minimum cover of 24 inches for control wires. A. Use only new materials of manufacturer and types noted on drawing I responsible for damages and injuries. Repair damages at no additional cost to the Owner. approximately halfthe height ofthe root ball. I approved equal. attention of the Architect. Failure to do so will mean the Contractor is responsible for any CVWD � 3.2 TREE CARE 3A GUARANTEE AND REPLACEMENT 2. Do not pick up containers by stems or trunks. I� Install all buried valves and equipment in a proper box. D. Provide minimum cover of 9 inches for non-pressure lines. 2.2 PIPE&FITTINGS revisions necessary. Coachella Valley Water]Distnict A. Watering: 1.5 JOB CONDITIONS 6. Any changes to the Approved Plans must be re-submitted to the City of Palm Desert for A. Shrubs and groundcover 2. Fill area under box with a minimum of 1 cubic foot of 314 inch gravel before box is E, Pipes Installed in a common trench shall have a 6 Inch minimum space between pipes A� Pressure main line piping and fittings(sizes 2-3 inches or larger)used with recycled water shall be review prior to any changes occur in the field. 1, Maintain a large enough water basin around plants so that enough water can be applied Guarantee until end of maintenance period and acceptance, Replace any plants that die or lose A. Planting: installed. F. Sleeve under all paving. purple p.v.c.class 316 solvent weld type. . I to establish moisture through the major root zone. form and size as originally specified even though they have taken root and are growing after the Perform actual planting only when weather and soil conditions are suitable according to locally 1 Attach identification tags to each remote control valve showing number that corresponds 7. It is the intent orf the drawings and specifications to describe a complete irrigation system B. Pr dieback or loss of form or size- I B. Pressure main line piping and fittings(sizes 1-1/2 inches and smaller)used with recycled water providing uniform water coverage. If the plans or specifications are fell in any way to be uning: accepted practices. with controller sequence. Tags shall be manufactured of polyurethane Behr Desopaid, 3.3 shall be purple Schedule 40 p.v.c. incomplete,misdirecting,conflicting or subject to misinterpretation,it is the Contractor's purple in color with black letters,2-3/4 inches by 2-1/4 inches. I __� I. Pruning of trees shall be done by an ISA Certified Arborist and shall follow ISA and ANZI B. Trees: & Scheduling: I A. Water Supply: C. Non-pressure lines(buried)used with recycled water shall be II purple Schedule 40. responsibility to bring these concerns to the Architect's attention before bidding. If he fad$ � 300 Guidelines. Guarantee all trees in writing to live in a healthy condition for one year after maintenance period I to do so.the Contractor must accept the Architect's interpretation and assume any expires and project is accepted by owner. Replace dead or unhealthy trees immediately. Install trees and container stock plant material before liner stock plant material is installed. 4. Brand sequence number of each valve in 4 inch high numerals into box top. 1. The project Wit make two connections into the existing recycled water irrigation system possible related financial impact. 1 2. Under no circumstances will stripping of lower branches on young trees be permitted. Determination of the need for replacement shall be per the ownees representative. All 1.6 GUARANTEE AND REPLACEMENTS 1. Electrical Supply: located on the adjacent Coachella Valley Water District property.-Refer to the plans for D. Sleeves used with recycled water shall be purple p.v.c.Schedule 40. Lower branches shall be retained In a"tipped-back"or pinched condition with as much it be as originally specified,without cost 8. Do not purchase or install materials as noted in legend on drawing when it is obvious i foliage as possible to promote caliper trunk growth(tapered trunk). replacements,including planting,staking,training,etc.,she locations of connections. E. Conduit lines shall be gray p.v.c.Schedule 40. there is an error or discrepancy. Failure to obtain prior material approval could mean to the Owner. - A. Guarantee� I. Place low voltage wiring in the same ditch with and along side of main lines,unless 3. Evergreen trees shall be pruned when necessary to prevent wind and storm damage, Z The Coachella Valley Water District Will prepare the existing irrigation system for the two rejection by the Architect. The Contractor will be responsible for any revisions necessary � � The primary pruning of deciduous trees shall be done during the dormant season, 3.6 CLEAN-UP All trees installed under this Contract shall be guaranteed against any and all poor,inadequate,or otherwise approved. F. All pipe and fittings shall conform to following specific requirements: due to failure to bring material discrepancies to the aftention of Architect 11111111111NI � inferior materials and/or workmanship for a period at one year after the maintenance period is connections and provide the mainline stub connections where shown on the Irrigation comply with material submittals. or failure to I Damaged trees or those that constitute health or safety hazards shall be pruned at any A. After all planting operations are complete.remove all trash,excess soil,empty plant containers, ion due to fauity materials or workmanship,as 2. When more than one wire is placed in a trench,tape wires together at maximum 10 feet Drawings. . time of year as required. Follow ISA and ANZI 300 Guidelines. and rubbish from the property. Repair scars,ruts,or other marks in the ground caused by this over. Any tree found to be dead or in poor concht determined by the Owner's authorized Representative I City of Palm Desert,shall be replaced by on center. I. P.V.C.(Solvent Weld)used with recycled water. work and leave the ground in a neat and orderly condition. the Contractor at his expense. I 3. Connect sprinkler irrigation system to water supply points of connection as indicated on 9. Coordinate as necessary work of this Section which is allied with the work of other trades. W o C. Staking: a. Pressure supply lines 2 inches in diameter and up to 3 Inches in diameter � I SIRkOS SbAll be infiI pefi0diC,311y ID prayiml qWLIting of Irlinks ar biwI and to prevent B. Leave the site in broom-clean condition,and wash down all paved areas within the project site. B. Replacement 3. Provide a 12 inch expansion loop at each connection and directional change. the Irrigation Drawings. . downstream of backfiow prevention unit shall be purple Class 315 solvent weld G. Electrical wiring,controls,motors,and devices shall be U.L listed and so labeled. - W rubbing that causes bark wounds. Remove stakes when tree is strong enough to stand an WS Leave walks in dean and safe coriditionf. p.v.c.Piping shaft conform to Agrff 0224f. own. Any materials found to be dead,missing,or in poor condition during the maintenance period shall 4. Use a continuous wire between controller and remote control valves. Except as otherwise 4. Connections as shown on drawings are approximate. Minor changes(plus or minus 20 3.6 OBSERVATION SCHEDULE be replaced immediately. The Owner's authorized Representative/City of Palm Desert shall be approved,do not splice wire at any point. Enclose all approved splices in an acceptable feet)caused by actual site conditions shall be a part of this contract. b, Pressure supply fines 1 112 inches in diameter and smaller downstream of the 1.3 SUBMITTALS 0 D. Weed Control: ss observation shall be requested by the Contractor from the Landscape Architect at least 40 the sole judge as to the condition of materials. Materials to be replaced within the guarantee box. unit shall be purple Schedule 40 solvent weld p.v.c, Normal progre period shall be replaced by the Contractor within 15 days of written notification by the Owner, B. Observation Schedule: backflow prevention A. Material List: Plant is shall be kept free of weeds. Use recommended and legally approved herbicides. Avoid hours in advance of an anticipated site visit. Advance notification for the below site visits shall be required conforming to ASTM DI 785. �� IN= � frequent soil cultivation that destroys shallow roots. All herbicides shall only be applied by a as follows: 1.7 CONTROL 5. Provide each controller with a separate ground wire. 1. Notify the Architect in advance for the following observation meetings,according to the 1. Furnish the articles,equipment,materials,or processes specified by name In the drawings licensed O.A.L. C. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote and specifications.Submit substitutions under Section 01 630. 1. Pre-job conference: 7 days The selection of herbicides, application rates and methods are to be performed under the control and J. Protective Pipe Covering: time indicated: control valve shall be purple Schedule 40 solvent weld p.v,c. conforming to Lj�m (a E. Insect and Disease Control: 2. Final grade review: 48 hours guidance of a State of California licensed pest control advisor and applicator. 1. Clean buried steel pipe&fittings of all foreign substances and film. . a. Pre-job conference-6 days ASTM D1785. 2. Submit complete material list prior to performing any work. Material list shall include the � Maintain a reasonable control with approved materials and applied by licensed applicators. 3. Plant material review;48 hours 2. PART 2 PRODUCTS 2. Coat all surfaces with adhesive primer. b, Automatic controller location-48 hours 2. P.V.C.nipples shall be Schedule 80,with molded threads. manufacturer,in.odel number and description of all proposed materials and equipment. F. Replacement of Trees: 2.1 MATERIALS 3. Equipment or materials installed or furnished without prior approval of the Architect may LAM a �1111111111111111111 4. Plant layout review:48 hours 3. All P.V.C.pipe must bear the following markings; he rejected and the Contractor required to remove such materials from the site at his own Replace dead,dying,and missing trees with trees of a size,condition,and variety acceptable to 5. Soil preparation and planting operations(one tree with each type of specified staking shall be A. General: 3. Wrap pipe&fittings with three layers of polyvinyl chloride tape. Overlap each layer G. Pressure supply line and control wire installation and testing-48 hours expense. the Owner at the Contractoes expense, approved prior to planting trees):48 hours I. The organic soil amendments(compost)are to be supplied by a local composting facility. I approximately two thirds,the width of tape without stretching. d. Lateral line and sprinkler installation-48 hours a. Manufacturer name. If equipment proposed is as specified,only a material list is required-no manufacturer 0 W W 3.3 IRRIGATION SYSTEM 6. Pre-maintenance: 7 days 2. All materials shall be of standard and first-rate quality and shall be in prime condition 4, Total wrap thickness shall be no less than 10 mile over all surfaces,with no voids. b. Nominal pipe size. 4. descriptive catalogs need be included in submittal. 7. Final acceptance: 7 days when installed and accepted. Any commercially processed or packaged material shall be S. Wrap all piping,fittings,and equipment noted to be frost protected with three layers of a. Coverage test-48 hours c� Schedule or class. B. Record and As-Built Drawings: UJ W WLC/0527400 LANDSCAPE MAINTENANCE 02935 LANDSCAPE PLANTINQ.Q2930 burlap,secured with one wrap of p.v.C.tape. I. Final site review-5 days W (Consultant D4116/09) (2) WLCIO527400 . I ANI`i�('.APF-^L I-1-I-- WLC10527400 (2) d. Date of extrusion. �. CO (Consultant 04/16/09) (6) (Consultant 04116/09) 1 WLC/0527400 IPPIrA-TI0NqY---­ ­­ VVLC/0527400 IRRIGATION SYSTEM 0281 WLC10527400 .- 1PP1C`ATlr)N-------- ---­ WLC/0527400 IRRIGATION SY5JEM 0281 (Consultant 3/25/08) . (14) (Consultant 3/25108) (10) (Consultant 3125108) . (6) (Consultant 3/25/08) (2) < UJ � � A. System Inspection: delivered to the site in the original unopened container bearing the manufacturers � . I 0 .;g a Contractor shall check ail systems for proper operation periodically(once a month). Lateral lines No site visits shall commence without all items noted in previous observation reports either completed or remedied shall be flushed out after removing the last sprinkler head or scheduled,but the contractor has failed guaranteed analysis. . two at each end of the lateral. All unless such compliance has been waived by the Owner. Site visits that are... . heads are to be adjusted as necessary for unimpeded coverage,and to prevent overspray onto to accomplish punch list tasks or prepare adequately for desired inspection hall make the Contractor responsible 3.5 FIELD QUALITY CONTROL 2. When observations have been conducted by other than the Architect, show written a. "Caution Recycled Water'-on two sides at 24"on center. I. Provide and keep up to date and complete"as-built'record set of prints.Correct daily and buildings,windows,and pavements. for reimbursing the Landscape Architect at his current hourly billing rate plus transportation costs. No further B. Statements of Confirmation: I evidence of when and by whom these observations were made. . show all changes from the original drawings and specifications,as well as exact"as-built" B. Controllers: inspections shall be Scheduled until this charge has been paid and received by Landscape Architect. Submit at time of delivery invoice statements certifying cluanfities by bulk and/or weight,for all A. Adjustment of the System: 3- Maintain a set of current and up to date plans on the job site at all times. No site 4, Solvent cament and primer for II solvent-weld pipe ad fittings shall be of type and locations,sizes.and types of equipment. Prints for this purpose may be purchased from 12 END OF SECTION organic amendments and fertilizers. Submit suppliers'certificates of compliance with these I. Adjust all sprinkler heads and valves for optimum performance and to eliminate all observations will commence without as-built drawings and current plans. In the event the installation method prescribed by[he manufacturer. the Architect. Keep this set of drawings on site and use only for record set. >0 Set and program automatic controllers for seasonal water requirements. Use controller specifications. overspray,runoff,or poncling of recycled water. Contractor calls for a site visit without as-built dravAngs,without current plans,without 2.3 METAL PIPE AND FITTINGS 2. These drawings shall also serve as work progress sheets and shall be the basis for WJ programming chart provided on irrigation plans. Give Owner's representative a key to controllers C. Import Soil: completing previously noted corrections,or without preparing the system for said visit,he 1� UJ 4 and instructions on how to turn off system in case of emergency, 2. If it is determined that adjustments in the irrigation equipment will provide proper and more shall be responsible for reimbursing the Architect at his current hourly billing rate,portal to A. Brass pipe shall be 85 percent red brass,ANSI,IPS Standard 125 pounds,Schedule 40 screwed measurement and payment for work completed. These drawings shall be available at an When import soil is required,it shall conform to the following cifteda: times during site reviews and shall be kept in a location designated by the Architect. C. Repairs: adequate coverage,make Such adjustments prior to planting. Adjustments may include portal,(plus transportation costs)for the inconvenience. No further Site visits will be pipe. Should the as-built blueline progress prints not be available for review or not be up to date . 1. Soil type-very fine sand,low in salinity. Son will need to be amended by topping with 1" changes in nozzle sizes or trajectory of spray or degrees of arc,as required. scheduled until payment of this charge has been received. t the time of any site reviews(Refer to section 3.02-3.03 Observation Schedule),it will be mi Repair all damages to irrigation system at Contractor's expense. Repairs shall be made within one of a very fine compost I mulch to provide some organic matter and moisture retention to B. Fittings sholl be medium brass,screwed 125-pound class. :Ssumed no work has been completed and the Contractor will be assessed the cost of an watering period, support the future landscape plants. This Compost/mulch should be treated with a 3. Set all sprinkler heads perpendicular to finish grades,unless otherwise designated on the C. Physical Layout: that site visit at the current billing rate of the Architect. No subsequent inspections will mmi I I microbial product to aid in its breakdown into nutrients. A granular NPK fertilizer such as plans,and at height and distance from walks,bulklings,etc,as noted or as directed by 2.4 ELECTRICAL(LOW VOLTAGE) mimi I - . 16-16-16 will be necessary to establish and promote plant growth. Architect. 1. All piping or equipment shown diagrammatically on drawings outside planting areas shall take place until payment of that assessment. -I I I END OF SECTION D. Plant Material: be installed inside planting area whenever possible and to exact dimensions as noted in A. Connections between controller and remote control valves shall be made vvith direct burial AWG- 3. Make neat and legible notations on the as-built progress sheets daily as the work LL � 4. All food preparation,eating areas,food storage and drinking fountains are to be outside of I construction details. UF,600 volt wire,insulation thickness 3/64 inch,utilizing low density, high molecular weight proceeds,showing the work as actually installed. Should equipment location differ from I. Plants shall comply with American Nursery Standard and Arizona Nursery Standard. All the spray area. polyethylene insulation. < I plards,shall have a normal habit of growth and shall be sound,healthy,vigorous,and free 2. Prior to installation, slake out all pressure supply line routing and sprinkler heads plan.indicate the new location in a graphic manner matching the original symbols in the I of insect infestations,plant diseases,sumicalds,fresh abrasions of the bark,excessive B. Protect all existing landscaping. Properly replace any existing landscaping removed or destroyed, locations. B, Splices(where permitted)shall be waterproofed using King Connectors or equal,and housed in a irrigation legend. . 0 � abrasions,or other objectionable disfigurements. Tree trunks Shall be sturdy and well hardened. Trees shall have single trunk.single leader,side branching to remain. No including sod,as directed by the Archi.led. box. Boxes for other Irrigation use may be utilized for this purpose when approved by Architect. 4. Before the final site review,transfer all information from the"as-built"prints to mylars or M lifted canopies will be approved. All plants shall have normally well-developed branch 3. Entire layout shall be approved by Architect prior to installation. . -ontainer-grown plants are from Testing of Irrigation System: similar reproducible plans procured from the Architect. Perform all drafting using systems.and vigorous and fibrous root systems Where c C. C. Wire sizing shall be a minimum of#14 UF,600 volt underground wiring. Common Wre shall be waterproof India ink and proper technical pen(such as manufactured by Rapiclograph, several sources,the roots of not fewer then two plants of each species or variety from 0. Final Observation Prior to Acceptance: white in color,and all others any color but white. � Kueffel&Esser,or Faber Casten). The dimensions shall be easily readable even on the each source will be inspected. in case the sample plants are found to be defective,the I. Test all pressure lines under hydrostatic pressure of 150 pounds per square Inch or 50 final controller chart. Submit the final reproducible as-built plan to the Architect for U) < >= � Owner's authorized Representative I City of Palm Desert reserves the right to reject the pounds more than normal static pressure(whichever is greater),and prove watertight. I. Operate each system in its entirely for the Architect at time of final observation.Any items 2.5 BALL VALVES approval prior to the preparing controller chart. �� entire lot or lots of plants represented by the defective samples.The Owner's authorized deemed unacceptable by the Architect due to noncompliance%With the specifications and mi �= Representative/City of Palm Desert is the sole judge as to acceptability. Any plants 2. Testing of pressure main lines shall occur prior to Installation of electric control valves, � rendered unsuitable for planting because of this inspection will be considered as samples drawings shah be corrected to the complete satisfaction of the Architect, A. Valves 2 inches and smaller shall be two piece,full port 600 PSI,threaded,bronze ball valve, 5. Dimension from two permanent points of reference(building centers,sidewalks,road 1/11, and will be provided at the Contractors expense. quick couplers or any other equipment that might prevent a proper test from being unless otherwise noted on drawings, intersections.etc.),the following locations: performed. 2. Evidence must be shown to the Architect that the Owner has received all manuals, . UJ :;r .J 2. The minimum acceptable size for all plants,measured before pruning with the branches controller charts,record drawings,and equipment as required before final observation can 2.6 QUICK COUPLING VALVES connections to existing water lines U in normal position,Shall conform to the measurements utilized by Hines Nursery. Plants a. M larger in size than specified may be used with the approval of the Owner's authorized 3. Test all piping under paved areas under hydrostatic pressure of 150 pounds per square occur. �� Representative I City of Palm Desert,but the use of larger plants Wit cause no change in inch and prove watertight prior to paving. A. Valves shall be brass body 150 pound class,with 3/4 inch fernale threads opening at base b. connections to existing electrical power - r MI contract price.All tree sizes shall conform to the minimum sizes indicated per specified 3.4 INSTALLATION permitting operation with a special connecting device(coupler)designed for this purpose, container size as contained in the current Arizona Nursery Association Standards. 4, Sustain pressure in lines for no less than 4 hours. If leaks develop replace joints and I C. ball valves X 3. Plants visit be subject to review for acceptance or rejection at place of growth and/or on repeat test until entire system is proven watertight. A. General: I. Quick coupler key connection threads shall have ACME type threads as standard i project site at any time before or during progress of work,for size,variety,condition, requirement for use with recycled water. d. sprinkler pressure line routing andfor directional turns(dimension maximum 100 �W= latent defects and injuries, Remove rejected plants from site immediately and replace 5. All hydrostatic lest$shall be made only in the presence of the Architect,Coachella Valley I. Install all plastic pipe and fittings according to manufacturer instructions for same. feet along routing) with acceptable plants- Water District, City of Palm Desert Landscape Inspector, or other duly authorized 1 2. Quick coupler shall have a purple,locking,rubber-like vinyl cover for use with recycled U representative of the Owner. No pipe shall be completely backfilled until it has been 2. All lines shall have a minimum clearance of 6 Inches from each other and from lines of water. a. Reduced Pressure Backflow Prevention Device 1 4. At no time shall trees or plant materials be pruned,trimmed,or topped prior to delivery: inspected,tested,and approved in writing. other trades. Parallel lines shall not be installed directly over one another.When recycled 0 < 3 any alteration of their shape shall be conducted only with the approval of and in the water is used,see instructions regarding same- � B. Hose bibs are not permitted with use of recycled water. I. sprinkler control valves presence of the Owners authorized Representative I City of Palm Desert and as noted 6. Furnish necessary force pump and all other test equipment. ; per Item 3.03F of this specification. 3. Irrigation piping shall not be installed in the middle of any planters. The Contractor shall 2.7 AUTOMATIC CONTROLLER 9. control Wire routing 1 5. Protect all plants from damaging sun and wind, Damage may be cause for rejection even 7. . When the sprinkler irrigation system is completed, perform a coverage test in the install piping to avoid any plant root zone conflicts. 0 after initial acceptance. presence of the Architect to confirm that water coverage for planting areas Is complete A. Automatic controller shall be of the manufacturer,size,and type indicated on the drawings, and adequate. Furnish all materials and perform all work required to correct any 4. Install concrete thrust blocks in accordance with pipe manufacturer recommendations for A. . quick coupling valves 6. Substitutes are not permitted unless specifically approved by the City of Palm Desert in inadequacies in coverage due to deviations from plans,or where the system has been all pressure supply piping 3 inches and larger. B. Automatic controller shall be capable of multiple start times with the ability to provide night time I. drip irrigation flush valves U writing. willfully installed as indicated on the drawings when it is obviously inappropriate without watering. 1 7. Provide quantities of materials as needed to complete indicated work at designated bringing this to the attention of the Architect, This test shall be accomplished before any B. Backfilling: I automatic controller I 'I,I spacings. planting occurs. C. Automatic controller shall be a weather based system approved by Irrigation Association'Smart 1 8. Provide handheld walkie-talkie or personnel as necessary to accomplish this task 1. 13­kfM-J.nW-.J1 lines�h.11 I-in.--.di-10..it fr-.f,L-II Water Application Tecirmology"(SWAT)protowl, k. All other important information as determined by the architect. WLC10527400 I­­...I-- expeditiously. 2. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the Z8 AUTOMATIC CONTROL 6. On or before the date of the final site review,deliver the corrected and completed sepias (Consultant G4/16109) (3) 1 AWn.�,r'.AP-­-----�­----- WLC10527400 i ANDSCAPP PI­­1-1- - full width of the trench and the full length of the pipe.Backfill materials shall be sufficiently to the Architect. Delivery of the sepias will not relieve the Contractor of responsibility for I ; WLC/05274QQ (7) (Consultant 04/16/09) (3) 111. A. Automatic control valves shall be of the manufacturer,size,and type indicated on the drawings. furnishing required information that may have been omitted from the as-built drawings. I t (Consultant 04/116iI l. i if WLC/0527400 ... 1PP1C'ATI0N-­--­­­ WLC/0527400 IRRK'ATIONRY-1-1 ­­ WLC105274100 IRRIGATION SYSTEM 02810 WLC/0527400 IRRIGATION SYSTEM 02810 ) i ll (Consultant 3125/08) (15) (Consultant 3/25/08) (l 1) (Consultant 3/25/08) 1 (7) (Consultant 3i25108) (3) I o 11 I ,) 9 I . I . .......... E. Tree Staking and Guying MaleriaL �,�,#.%%%Nii%litj%I I . , I k�N 11 I. Stakes: 9. Upon completion of each phase of work,test the entire.system and adjust to meet site � 0 A rl,,, .... .... damp to permit thorough compaction and free of voids.Backfill shall be compacted to dry Is" I . .. .9 requirements. I B. Automatic control valves shall be electrically operated, C. Controller Charts: ��, ill . � Wood tree stakes(I piece): density equal to adjacent undisturbed soil and shall conform to adjacent grades. .r � A . . 1. sr ;�,, ,/ .. 1. I Lodge pole pine stakes full-length treated with copper naphthanate, Minimum nominal 10, Test low voltage wiring more than 50 feet long and installed under paving for continuity 3. Flooding in lieu of tamping is not allowed. 2.9 ANTI-DRAIN VALVES I. As-built drawings must be approved by the Architect before controller charts are prepared. !F" 4��k 1, .. . I size: 2"diameter X 10'long and pointed at one end(adjust length to fit tree). Stakes prior to paving. - 'O. . d. . . shall be free from knots,checks,splits,or disfigurements. A. Anti-drain valves shall be ofthe manufacturer,size,and type indicated on the drawings. ',�� LARRY WOLFF j,:� - I 4. Under no circumstances shall truck wheels be used to compact backfill. 2. Provide one controller chart for each controller supplied. � k4 " A. if. An initial cross connection control shutdown test will be performed by Coachella Valley 11 W�. . : 2. Cinch Ties: Water District prior to final turnover. . B. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with BunI seals. �� C-97 5. Provide sand backfill a minimum oli inches over and under all piping under paved areas, � 3. The chart shall show the area controlled by the automatic controller and shall be the e, AK 9 .. : , . V.I.T.Cinch Ties by VA.T.Company(7141891-8338). C. Anti-drain valves will have threaded connections the size of the riser they are to be instal maximum size the controller door will allow. II - kOk 08/ 1/08 .9 1. . 3.6 MAINTENANCE C. Piping: led onto of V I . ,��, tp,� -7 . F. D.G.: the next available size. AL The chart shall based on an as-buift drawing,reduced to 11"x 17'size to fit inside /of -4" .... .... 1. Brimstone Decomposed Granite by Southwest Boulder and Stone, Fully maintain the systems for 90 calendar days after owner accepts the project or until all corrective work is I. Sleeve under all paving. 2.10 VALVE BOXES ' controller housing(on two sides if required for readability). 14. -1 .. .. 1 (877)792-7625,or approved equal. finished,satisfactory to the owner,whichever occurs later. 2- Piping under existing pavement may be installed by jacking,baring,or hydraulic driving. 5. The chart shall be a high quality photocopy and a different color shall be used to indica likill %I%.%% .. ,-....-,,,* 2. Decomposed granite shall be 3/8'minus with I 1%compacted to a final 2"depth in all A� The entire sprinkler irrigation system shall be operated automatically for a period of seven days No hydratile driving is permitted under asphalt pavement. A. Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to the area of coverage for each station,using pastel or transparent colors. te landscape areas,unless noted otherwise on Drawings. prior to any planting. sunlight and chemical action of soils. 3. PART 3 EXEQUTION B. The Architect reserves the right to waive or shorten the operation period. 3. Cutting or breaking of existing pavement is not permitted. B. The irrigation water source is recycled water,the valve box covers must be purple in color and 6. When completed and approved,the chart shall be hermetically sealed between two pieces 3.1 INSPECTION 4� Carefully inspect all pipe and fittings before installation,removing dirt,scale,burrs,and secured with a hidden fetch mechanism or bolts. of plastic,each piece being minimum 10 mils. C, After maintenance period,demonstrate in the presence of the Architect that the system is in proper reaming.Install pipe with all markings up for visual inspection and verification. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 7. These charts shall be completed and approved prior to final acceptance of the irrigation A. Obtain certification that final grades to 1110 foot have been established prior to commencing operating order. system, I I landscaping operations. Provide for incorporation of all amendments,settling,etc. Be responsible for shaping all planting areas as indicated on Drawings. D. When the contractor has completed all the landscape and irrigation work, he shall request 5� Remove all dented and damaged pipe sections. D. Valve box extensions shall be by the same manufacturers as the valve box. D. Operation and Maintenance Manuals: I , 3.2 PREPARATION inspection by the owner and architect. A'punch far will be developed from this inspection, 6. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from E. Rectangular valve boxes shall be 14"x 19"x 12"size.Valve box covers shall be marked wAh the � ,� Maintenance period(90 days)will not begin until all punch list items are complete and accepted by lines of other trades,except all recycled water lines(horizontal)or 12"vertical. Comply I� Prepare and deliver to the Architect within 10 calendar days prior to completion of Stake or otherwise mark the locations for plants and outline of planting beds on ground. Do not begin owner&architect. Irrigation maintenance is included in the above. valve Identification'heat branded"onto the cover in 1 inch high letters/numbers. Refer to the construction,two hard cover three ring binders containing the following: I excavation until plant locations and plant beds are acceptable to the Owners authorized Representative I with all Coachella Valley Water Districts standards for separation of domestic,recycled, irrigation details for identification branding. City of Palm Desert.The irrigation system shall be fully operational and approved prior to planting. 3.7 CLEANUP and sanitation lines. F. Round valve boxes shall be 10"circular size.Valve box covers shall be marked with the valve a. Index sheet,stating Contractoes address and telephone number 3.3 INSTALLATION 7, In solvent welding,use only the specified primer and solvent cement and make all joints in identification'heat branded"onto the cover in I inch high letters. Refer to the irrigation details for b. List of equipment,with name and addresses of local manufacturer representative I A. Perform cleanup as each portion of the work progresses, Refuse and excess dirt shall be removed strict accordance with the manufacturer's recommended methods including wiping all identification branding. A, General: from the site and all walks and paving shall be swept or washed down.Repair any damage caused excess solvent from each weld.Allow solvent welds at least 15 minutes setup time before I 1. Actual planting shall be performed during those periods when weather and soil conditions to the work of others and return such work to its original condition. moving or handling and 24 hours wring fime before filling, G. Valve box covers must have purple,locking covers or lids. C. Catalog and part sheets on material and equipment installed under this contract I are suitable and in accordance with locally accepted practice as approved by the Landscape Architect. 3.8 OPERATING INSTRUCTIONS 8. P,v.c.pipe shall be installed in a manner which will provide for expansion and contraction d. Guarantee statement .... f- 2. Only as many plants as can be planted and watered on that same day shall be distributed A. Train Owners maintenance personnel in proper operation of all major equipment, including as recommended by the pipe manufacturer. 2.11 MISCELLANEOUS EQUIPMENT e. Complete operating and maintenance instructions for all major equipment A .... in a planting area. recommended winterization procedures. Provide written evidence of the person or persons so 9. Centerload all plastic pipe prior to pressure testing. A. Equipment such as rain Sensors,flow sensors,and master valves shall be of the manufacturer, 3. Containers shall be opened and plants shall be removed so that the ball of earth trained to the Architect. size,and type indicated on the drawings. 2� In addition to these maintenance manuals, Instruct Owners maintenance personnel A surrounding the roots is not broken,and plants shall be planted and watered as herein 10. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon a. Recycled water warning signs shall be as indicated on plans and legends. regarding major equipment and show written evidence to the Architect at the conclusion of . specified immediately after removal from the containers. Containers shall not be opened 3.9 EXISTING TREES paste. the project that this service has been rendered. prior to placing the plants in the planting area. A. Where it is necessary to excavate adjacent to existing trees,use all possible care to avoid injury to it. For plastic-to-me I tal connections,work the metal connections first.Use a non-hardening 3. PART 3 EXECUTION E. Equipment to be Furnished: A . 4. All planting shall conform to The City of Palm Desert'Landscape Installation Guidelines". trees and tree roots. Excavate by hand in areas where 2 inch and larger roots occur.Tunnel under pipe dope on all threaded plastic-to-metal connections,except where noted otherwise.All - B. Preparation of Planting Areas: all roots 2 inches and larger in diameter and wrap heavily with burlap to prevent scarring or plastic-to-metal connections shall be made with plastic female adapters. 3.1 SITE CONDITIONS I. Supply as part of this contract the following tools: excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 1� After approximate finished grades have been established,soil shall be conditioned and inches in diameter,hand trim the wall of the trench adjacent to the tree,making clean cuts through. D. Trenching and Backfill Under Paving: A. Inspections: a. One 36 inch soil probe,Oakfield Model B. A fertilized in the manner outlined below,and uniformly spread and cultivated thoroughly by Paint roots 1 inch and larger in diameter with two coats of Tree Seal,or equivalent. Close trenches � means of mechanical tiller into the top 6"of soil. adjacent to tree within 24 hours. Where this is not possible,shade the side of the trench adjacent I� All pipes under paving and concrete must be in sleeve. 1. Prior to all work of this section,carefully inspect the installed work of all other trades and b� One ACME type quick coupler key and matching hose swivel for every five(or 2. At time of planting,the top two inches of soil in all areas to be planted or seeded shall be to the tree with burlap or canvas, verify that all such work is complete to the point where this installation may properly fraction fli valves installed. free of stones,stumps,or other deleterious matter of 1"diameter or larger and shall be 2. Trenches located in heavy day soil under areas where paving ,asphaltic concrete or commence. A. free from all wire,plaster,or similar objects that would be a hindrance to planting or 3.10 TRAINING concrete will be installed shall be backfilled with sand(a layer 6 inches below the pipe 2. Verify that the irrigation system is installed in strict accordance with all pertinent codes and C. Two V automatic control valves as sperified in the irrigation design, I maintenance- and 3 inches above the pipe),and compacted in layers to 95%compaction,using manual regulations, the original design, the referenced standards, and the manufacturers it. Two drip irrigation filters as specified in the irrigation design, A A. Train Owner's personnel in proper operation of all major equipment or mechanical tamping and shall be left in a firm,unyielding condition. All trenches shall recommendations, I I I WLC/0527400 I Ammr.APF­^......--­- be left flush with the adjoining grade. Pressure test all piping under paving prior to the . (Consultant 04116/09) (4) z END OF SECTION paving work, I B. Discrepancies: e� Five automatic flush valves as specified in the irrigation design. � NO I DATE - � _ FBY7 DESCRIPTION �, WLC/0527400 IRRIGATION SYSTEM 02810 WLC/0527400 IRRIGATION SYSTEM 0281 WLC/0527400 IRRIGATION SYSTEM 02810 WLC/0627400 IRRIGATION SYSTEM 0281 � I 11 (Consultant 3/25/08) (16) ,� �1� (Consultant 3/25/08) (12) (Consultant 3/25/08) 1 (8) , (Consultant 3125/08) � �, (4) REVISIONS I , I DR-AWN: PT CHE:CKED: PT i I I I These plans have been reviewed* by the Coachella Valley Water District in accordance with DATE: 06/04/07 SCALE: AS NOTED � Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et.se q-1.requiring 1PROJECT E .., y or efficient landscape and irrigation design in cooperation with local goveming agency(Cit NUMBER: 0527400 1 1 CountO . IJP "Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any ki.n ' � may not be planted or installed in CVWD and USBR easements or right-of-way without first "I obtaining an encroachment permit from CVWD. SPECIFICATIONS // I L , I / I r Date - Water Management Supervisor . I I I DRAWING 1� W W 0 9 4 IMM > < I I I Development Services Sum i N U M B E_R: L-5 , 01 I I I - I I __ li ,--rvisor I I I . •� a, i� 4 n: \ NV I r RINQIU CUC�ONGA-FfOLS'OU—B11dXR1 VLUZ MONUMENT ♦1 ��T .* D ,� RAWING / UP-LIGHT \ SOUTHERN CALIFORNIA MONUMENT SIGN WALL Virginia Dare Tower 10470 Foothill Boulevard Rancho Cucamonga California 9 i 730-3754 , fief• 909 987-0909 909-980-9980 : i rµ 5 , % f E \/ 0 ♦ IS TRI00, o1z, CVWD Coachella 11 r ­­................... _. Co la Valley Water District _:. ♦♦ !J� Uj% ' `• �. DOMESTIC _ / WATER LINE \ LIL o UJILLJ LLI , •♦ 1 / l Uj W PERIMETER CMU WALL, - \� TYP O L , Kim _J '� _ „ • % �° \ Q u- co < >= > O , O 0 u1i , , , , , 0 , , , , ......... , r t , z ------- rl s i " i ' i E \ \\\ \ \\\\ LIGHT DOMESTIC \> POL s WATER . TYP UP-LIGHT MONUMENT LINE LIGHTED p� R SIGN WALL ray BOLLARD, MONUMENT r D A E R S C ti Q F ��� " \ v LARC 9 W84 F , O 08/31 ff % r % FIRE i HYDRANT 'q�rF CAS '' R % CONSULTANT r „ O o 0 E i/ S O E 0 ✓} .. ,0 Q .... .... y % t r ♦ *y M1 a , t , , y Q ® 1 , c ��. NO DATE BY DESCRIPTION \, PERIMETER ✓'' I • WALL, VI CMU L, O TYP REVISIONS � STORM Q DRAIN,TYP O DRAWN: PT CHECKED: PT DATE: 06/04/07 SCALE: AS NOTED / LIGHT N \, POLE PROJECT NUMBER: 0527400 O TYP i O. O" \� TREES/ z , • ' UTILITIES BUILDING SITE PLAN N TREES/UTILITIES PARTIAL1/16°= 1�-0" NUM ER. T - 1 SITE. PLAN U 4� i t _ t ; fr , f s I t i •• J I , .... 1 .. �. a w G P 1 RAN ONGd-FOLSO�[-EalERYIrILLE p - oo ° ° ° 0 50THEM CAI"ORNU h , _° a Virginia Dare Tower 10 470 Foothill Boulevard Rancho Cucamonga o m►a ; r t C Jrfo 91730-3754 fief: 909-987-0909 f y 3 -980-9980 10 , , WATER METER ° °' } r , , i ° STORM-�' ° IC'S DRAIN, TR PERIMETER �� TYP CMU WALL, TYP LIGHT CVWD POLE, TYP 1 Coachella Valley Water District ° 0 . 4 r • 1 � rJ , , , , o > LU t� / DOMESTIC ;a; .; ..';,. '', .,,- ,. � � • WATER !1 LINE , O c Um � Uj 0oc W • \ \ l� � \` METAL PICKET FENCE,TYP Cn LU \ ` Cn ° Uj W c" ' o 10 t J METAL PICKET :. \ ♦ O J .. ` FENCE, TYP \ um i Y SEWER LINE, TYP IRE STIC • ♦ WATER HYDRAN EUj LINEUj — . X ♦ ,° - . — • — . - - - • — • . . . . . . . — . — . — . . . _ . - - • — • — . — • — • — . — • . — — • • — • — • — • — • — — • • — • ♦ SEWER • SEWER ` LINE, MANHOLE, ♦ TYP O TYP i \ I \ I I I I ♦ I I ELECTRICAL VAULT,TYP ♦ I I ELECTRICAL ♦ VAULT, I �SED ARcy��i,�j� - - - - -- � -- - - TYP -- - - - --- �i j STORM I 4-- DRAIN, t LAFF TYP RC 9 844 ♦ Imo- _ _ %J 4 kok 08/3im II CONSULTANT II METAL PICKET I I FENCE,TYP 'f I - - - - - - - T -- - - - - - - - - - - - �. I ' I .... II I I i .. r � I I I I II I - —_—_—_ __—_——_ r.....——————————————————— �. - ------------------- -- _---_---_—_-----_---__—_--____-----_--__--_���_ I I Ii I ,: LL f {,i \\ '` \\ s' NO DATE BY DESCRIPTION .._ . .. - REVISIONS li... .,,.._._... .. .1 ...W ._ ...... ............,... .. -.. .. .._.._.__. _-._ ........ ..._-..-_... ... _......, _......... ..... DRAWN: PT CHECKED: PT Y .,. ......... DATE: 06/04/07 SCALE: AS NOTED PROJECT NUMBER: 0527400 TREES/ UTILITIES SITE PLAN ,F N DRAWING TREES/UTILITIES PARTIAL SITE PLAN 1i16"= 1'-0" NUMBF T U 2 �y = I 4_ , 4. �u x � ; , , , , , , _ 05� , RlNCFIO cuc"oiaot-FOLSOM-BMERYVLUE SOUTHERN CALIFORNIA 0 r Virginia Dare Tower 10470 Foothill Boulevard , Rancho Cucamong a California 9173+0-3754 „ i ® tel. 909-987-0 0 9980 ,.N - % MONUMENT / . -. UP-LIGHT , , 0 , S \ / r , , , , S TRI CVWD Coachella Valley Water District _ t , I I ' �> DOMESTIC y \ WATER LINE, TYP - RECLAIMED .. . WATER LINE , FM um , u Uj LLJtCIO , t , , LU , FIRE HYDRANT POST DETECTOR / INDICATOR / CHECK VALVE BUILDING t Q / WATERa, METER OUlm FIRE DEPT ' 66NNECTION F STOR E ...I � , YDRAN DRA GAS EXISTING SCE EQUIP O TY TER VERIZON PULLBOX PAD POLE, LI T E, ' P mmmi d� i r DOMESTIC WATER LINE, TYP „ �.: c SEWER r'l < I SCE P MAR / ( �+{r\ LINE,TYP FE CE,TYP M TAL PICKET SWITCHY SEWER +••-� MANHOLE, GAS LINE `" O TYP STORM TYP DRAIN, r i I -- - -_ - - - -- _ TYP - --- - - -- -- - --- - - -- GAS - - - - - - _ - - - -- --- - - - - - -1 �.— —its aAs GAs _fps yAs GAx' `+►" i • d . .. T GAS GAS \\ _ s - � DOMESTIC A WATER LINE, RCti t TYP r• V • - MECHA ICAL RY WO F _ ENCLO - LAR L F URE . C-9784 • I - 7� k0813,//�p - -� — I a, OF METAL PICKET �'�++�a��aar��� FENCE,TYP - 1 PER! CONSULTANT • STORM ELECTRICAL SEWER CMU WALL, SEWER DRAIN, VAULT,TYP MANHOLE, ' ' ' METAL PICKET LINE,TYP TYP _ _ n'P FENCE,TYP • �' . . . . _ _ . TY— • F ----- _ - F P TRANSFORM R ' itASH GENERATOR LO ENCLOSURE L —J o o o LAJ LIGHT POLE, 1 TYP LIGHT POLE, Q TYP � F "RECLAIMED \\ \ WATER LINE \� H A. ° \ \� \ \\ \\ NO DATE BY DESCRIPTION ❑ METAL PICKET FENC E TYP REVISIONS _ _.. ».. __..... .._ ° ° ° ° DRAWN: PT CHECKED: PT DATE: 06/04/07 SCALE: AS NOTED PROJECT NUMBER: 0527400 r ' i TREES/ j UTILITIES I T7 I 'r SITE PLAN DRAWING TREES/UTILITIES PARTIAL SITE PLAN 1J16"= V-0" NUMBER: TU -3 1 A f _ a S' a. �t ir RANCHO CUCAMONGA—F`OLSOM—MiERYIKLUS SOUTHERN CALIFORNIA Virginia Dare Tower 10470 Foothill Boulevard / Rancho Cucamonga California 91730-3754 tel: 909-987-0909 j - - 9980 , IS ICCVWD � TR ............. , u '. Coach Valley Water District / Coachella ey er D' , 1. DOMESTIC \ WATER LIVE, ti = 1/ a TYP /RECLAIMED :' WATER LINE � t � a i' •K, - ' a • R" .. , UU 0 ....... Cl) Uj Cl) i Uj Uj FIRE "•—^.. BUILDING HYDRANT „ POST / DETECTOR INDICATOR CHECK Uj VALVE a w. „ a,. i� WATER METER um c .w„ 1 ', FIRE DEPT \v� = CONNECTION STO R EXISTING DRA GAS SC O TY TER —� PAD QUIP W, VERIZON E E .3 OX PULLB \ GHT POLE �Ir ' t TYPLU � L) '1 , t DOMESTIC %' SCE 1 / WATER LINE, VAULT `✓ G�, TYP - - - - - - - - - - - - . . . . .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCE 1 —- /' PRIMARY I: _ SEWER rl M TAL PICKET -- - / I c1r LINE,TYP / FE M, TYP SWITCH .� GAS LINE, TYP I \ ( 1 / ( / i J / r . s EXISTING i CMU WALL WATER 0 DOMSTIC L S _. LINE, ti - I TYP ENCLO SURE LARRY WOLFF . 84 I�D�08131l08 EXISTING I DRIVEWAY IIJ OF = METAL PICKET '�����i��ar���' ••, FENCE, TYP ENTRANCE ELECTRICAL SEWER CONSULTANT STORM VAULT, TYP MANHOLE, TYPTYP TRANSFORMER DRAIN, I' . . . . . . . . . . . . . ASH GENERATOR j LO ENCLOSURE NN O O OLAJ a Y LIGHT POLE, /` TYP Q .... DOMESTIC WATER LINE, 1 TYP ° I RECLAIMED WATER LINE ',2 r t s C s p = METAL PICKET NO DATE BY DESCRIPTION I FENCE,TYP j REVISIONS DRAWN: PT CHECKED: PT f DATE: 06/04/07 SCALE: AS NOTEC i - PROJECT NUMBER: 0527400 f TREES/ E UTILITIES 5a� SI TE PLAN DRAWING TREES/UTILITIES PARTIAL SITE PLAN 1/16°= V-0° NUMBER: TU41 � CVWD Palm Desert New Facility ACCENT - 1 Gallon Plant Factor # of Emitters Emitter Flow AGAVE WEBERI - Botanical Name South East Parking Lot (WEBRIS AGAVE) - Common Name (0.2 LOW) (1 ) (1GPH) Scale: 1 "=15' 0 TREE - 24" Box 25 Ft. Dia Plant Factor # of Bubblers Bubbler Flow TIPUANA TIPU - Botanical Name TIPU TREE - Common Name (0.5) (2) (0.25 GPM) I, PLANTING NOTES No pruning before or after Installing Trees NOTE: Pruning of lower branches is prohibited Proposed landscape irrigation is to be tied to existing irrigation � system. Agaves NOTES Agaves to be irrigated by separate valve. LAJ to Ga0 /0"o o , � Existing -�' Parking � f AW /0000, j o � o � O � / I