The URL can be used to link to this page

Home My WebLink AboutThe Gallery Streetscape 2 REVISIONS !PARTWS,W_ ' REV. SHT. DESCRIPTION DATE BY �AST W~SIUM Zoo Q DAM POW,CALFORNA 926B THE GALLERY STREETSCAPE t949)443-U46 FAX(90 443.1 M V)�NDSCAPLANDSCAPE PLANS 9^� 7-31-OB � �j'/�yf 1X ..< 4,411L.�_— W 1f+], Ode �P •bY � �TFOF CALIFOEL PALM DESERT, CALIFORNIA1 ._� s �:..�.a .�„s, . ..,�.d here Crow rgs cad ^� :'e ccc ,. ar o`^e excius'veaDrcpeetycos Fcrs_.n/Sum-rers & u ^y, w ppROVED SUBMITTED FOR APPROVAL a cr l rci-eiese c-c - LANDSCAPE P CKAGE DATE g rest, ,:c ^e o. rcl sre `o- w^ c^ t^ey flNAPPROVED were DreDcrec. Re-.se, _ c.ctio- c• pc icc o- ty c--y V DA DATE r-•et^ec, n who e ^ s TRACT 31 90RELEASED FOR BID ooh b:ec ex eD by w "e- _, a DATE ae-•r ss'c r-o^- =o-s--/ CONSTRUCTION SET ISSUED S i^-rr e- & V a-p-y, ^c. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETI❑N LANDSCAPE ARCHITECT IRRIGATION CONSULTANT Z Project Name:_________________ Parcel Map or Tract No.:____________ NOTES0 Project Location:________________________________________________ _ DINAH SHORE DRIVE PROJECT LOCATION SUMMERS / MURPHY PARTNERS, INC. 5WEENEY d A550GIATE5, INC. I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 541q•7 COAST HIGHWAY 55'750 SKY CANYON DR. , SUITE C Maximum Water Altowance:__________________________________________ MATERIALS AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT CALIFORNIA g262q MURRIETA CALIFORNIA. g2655 , (In hundred cubic feet) Y CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINC75 AND SPECIFIED (114) 642-4411 M51) 461-6530 0 Estimated Total Annual Water Use: HEREIN. AVENUE 35 /1/ CONTACT: JOE LASCOLA M51) 461-6850 --------------------------------------------- --_ (in hundred cubic feet) FRF 2. ALL WORK SHALL BE PERFORMED BY A G-21 CALIFORNIA LICENSED Preliminary Project'ect Documentation Submitted: (Initials indicates submittal) CONTRACTOR. w '" UAR� F�QY CIVIL ENGINEER 1. Grading design plan 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE Q GERALDq STANTEG ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP O _____2, Landscape design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 2-7-7 RANCHER05 DR., STE. 500 3. Irrigation design plan z O SAN MARCOS, GA g2Obq-2q'ib 0 } 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR a DR. (760) Sq1-3203 C IM _____4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIE5, PIPES w (-160) 5ql-5201 C AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RESPONSIBILITY Post installation Ins ection: (initials indicate completion) w w _ pFOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF co A. Plants installed as specified SAID UTILITIES, INCLUDING DELAYS. RANCHO MIRAGE 0 PALM o DESERT t! � B. Irrigation systems 0 SHEET INDEX 9 a g y ms instatled as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT FRANK SINATRA °- DRIVE o 11 co DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL H Comments:_ O ---------------------------------------------------- COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE 20 OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. SHEET NO. SHEET DESCRIPTION CC ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE T-1 TITLE A copy of this certification has been provided to Owner/Deve(oper and District DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB Comments_ SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY R� VICINITY MAP KM-1 KEYMAP = ; J Q ---------------------------------------------------- N.T.S. ML-1 MASTER LEGEND SHEET- CONSTRUCTION _ a U CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 ML-2 MASTER LEGEND SHEET- PLANTING Q CC V ____________________________________________________________ AT THE CONTRACTOR'S RISK AND EXPENSE. LOCATION MAP 0) G CL-1 CONSTRUCTION LAYOUT PLAN It is my opinion that the work outlined above has been completed in substantial Q 0) ZCL-2 CONSTRUCTION LAYOUT PLAN accordance with Coachella Valley Water District and The City of Palm Desert's cc Z 0 cc Landscape and Irrigation Guldlines. W CL-3 CONSTRUCTION LAYOUT PLAN W Z - LE6END CL-4 CONSTRUCTION LAYOUT PLAN o 3 < m Landscape Architect Signature Date License No v'`F 2 CL-5 CONSTRUCTION LAYOUT PLAN d Z O i► :ll•.i.:::i.. W DIAMETER (55.60) EXISTING SPOT ELEVATION s CL-6 CONSTRUCTION LAYOUT PLAN to FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION , tioRF 3 O m J C4 GF GARAGE FLOOR ELEVATION HT HEIGHT i iv \ / F iF CD-1 CONSTRUCTION DETAILS O IL CD IL w CASSO WATER CONSERVATION STATEMENT PAD ELEVATION BCR BEGINNING OF CURB RADIUS - s R - ^ - CD-2 CONSTRUCTION DETAILS TW TOP OF WALL EGR END OF CURB RADIUS x x A R = X n ? : (� ` CS-1 CONSTRUCTION SPECIFICATIONS TF TOP OF FOOTING ELEVATION TG TOP OF CURB g g e BW BOTTOM OF WALL BC BOTTOM OF CURB 40 =_ _ _ _ _ - _ a � � THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE p ': � R � F x R � �: s lP-1 IRRIGATION PLAN T5 TOP OF STEP EJ EXPAN51ON JOINT m>,1 , ' e NDINSKY AY s � = w � � IP-2 IRRIGATION PLAN PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. BS BOTTOM OF STEP SJ SCORE JOINT o = a _ _ ' IP-3 IRRIGATION PLAN THE PLANTING DESIGN U5E5 DESERT PLANTS COMPATIBLE WITH LOW WATER $ : = s ' A ` _ %%_< GB CATCH BA51N 5C SAW OUT _ _ R "" lP-4 IRRIGATION PLAN Wa USAGE AND TH15 DESIGN MEETS THE CITY OF PALM DESERT'$ WATER USE g s : a r a _ FG FIN15H GRADE R RADIUS ' R : _ = A = ;__ REQUIREMENTS. R s 1P-5 IRRIGATION PLAN Q FS FIN15H SURFACE RDWD REDWOOD _ HP HIGH POINT HDR HEADER g tt R R = A a IP-6 IRRIGATION PLAN U Z REFER TO SHEET IL-I FOR THE C.V.W.D. WATER CONSERVATION CONCEPT LP LOW POINT LA LANDSCAPE ARCHITECT B � = s � R � � _ IRRIGATION LEGEND, CALCS, AND NOTES �$ a STATEMENT. C0 FL FLOW LINE MIN MINIMUM b A `-< ID-1 IRRIGATION DETAILS 0 R OG ON CENTER MAX MAXIMUM a _ " " : R a = A 'F j w _ - . ID-2 IRRIGATION DETAILS AND CALLS. W CITY OF PALM DESERT LANDSCAPE GB CATCH BASIN MJ MASTIC JOINT - Y = ` = Ru - E " __ lS-1 IRRIGATION SPECIFICATIONS W J TG TOP OF GRATE ELEVATION TYP TYPICAL a a = x = m R = a _ a g IS-2 IRRIGATION SPECIFICATIONS AND CALCS. V� U INSPECTION SCHEDULE INV INVERT ELEVATION PA PLANTING AREA � _ R +_ _ _ ' • BB BOND BEAM ELEVATION NTS NOT TO SCALE z x R _ - = e a _ A - €yi s TP-1 TREE, VINE& GROUNDCOVER PLANTING PLAN Z I) SLEEVING / GRADING ALIGN VERME R WAY = ND IN P o TP-2 TREE VINE& GROUNDCOVER PLANTING PLAN WUJ a. Sleeve diameter, type depth and location . .N::.�....:.p. :>.. :y �. }, � a TP-3 TREE, VINE& GROUNDCOVER PLANTING PLAN � CO I.OS� GRADIENT IN PERCENTAGE ,. .//i TP-4///�..,. � . � :•:,:: , ,,,, {...::; <,:, :./,, /....,, TREE, VINE& GROUNDCOVER PLANTING PLAN b. Soil surface drainage, elevations and trash (including weeds rubble) GERALD FORD GERALD FORD TP-5 TREE VINE& GROUNDCOVER PLANTING PLAN UJ 2) HARDSCAPE / BOULDERS-GOBBLE 4:1 RATIO: * HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT TP-6 TREE, VINE& GROUNDCOVER PLANTING PLAN W a _3 a. 5ldewalk and wall layout R J Q RIDGE SP-1 SHRUB PLANTING PLAN J b. Utilities location SP-2 SHRUB PLANTING PLAN RECEIVED Q V a c. Boulder type, size, weight and placement be GRADE BREAK (� Co LL SP-3 SHRUB PLANTING PLAN 5) IRRIGATION SYSTEM ROUGH-IN DIRECTION OF FLOW STREESCAPE SITE LOCATION SP-4 SHRUB PLANTING PLAN W Z (� O ba.. Pipe Trench depth class SP-5 SHRUB PLANTING PLAN FEB 2 5 ?olf,4 0 _ P DRAINAGE PIPE '1i 15 SP-5 SHRUB PLANTING PLAN a c. Pressure test (125 psi for 6 hours) OR LOCATION MAP PD-1 PLANTING DETAILS PUBLIC WORKS DS"ENT Q�e�1Q COC1 ® ATRIUM DRAIN N.T.S. CITY OF PALM DESERT 4) PLANT MATERIAL (trees 4 shrubs) PS-1 PLANTING SPECIFICATIONS SHEET DESCRI N L_ a. Condition O DECK DRAIN b. Type BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER PLAN SET 'A' - CITY SUBMITTAL #1 05/01/0'7 c. Placement O TURF DRAIN OF SECTION 2q, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M. PLAN SET 5' - 5CE CHECK #1 06/ 25 / 0'1 PLAN SET E' I TITLE BY. 5) R (Decomposed granite) PLAN SET G- CITY SUBMITTAL #2 10/ 25 /08 SMP P DATED: 02-04-09 SHEET GROUND COVE f p g -31-�� PROPOSED CONTOUR PLAN SET D- CVWD SUBMITTAL 12/ 11 /08 DATE PLAN SET V- CVYVD 4 CITY SUBMITTAL 02/04/Oa / T a. Type b. Depth and spacing EXISTING CONTOUR c. Compaction —� C _)� BERM - BUILT-UP LANDSCAPE GRADE CITY APPROVAL NOTES DRAWN SMP Alt 6) FINAL These plans have been reviewed by the Coachella Valley Water Distnct in SMP a. Irrigation —DETAIL REFERENCE p T accordance with Water Code Title 7,Division 1.Chapter 3.Article 10 8. Section CHECKED Valves, boxes and wiring NOTE: F R 65597 et seq. requiring efficient landscape and irrigation design in cooperation pith SMP Controller operation and site specific yearly irrigation schedule —SHEET LOCATION ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO the local governing agency(City or County). "Approval of this drawing by CV\N D "7 THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION staffdoes not constitute approval to encroach into district and USBR Rights-of-Wav IO/25/0b (required by City of Palm Desert Water Efficient Landscape —SECTION REFERENCE Trees,plants,walls,and permanent structure of any kind may not be planted or NO. Ordinance) NOTE: 7 S T R t G installed in CVWD and USBR easements or right-of-v�ay without first obtaining an treetsao e � Sprinkler, bubbler and / or drip emitter type, flow EEL WRK I rate and —SHEET LOCATION ALL CONCRETE, MASONRY, WOOD AND STODENTIFIED AS encroachment permit from CVWD. - CAD RLE quantity per plant. PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ERT'S Gallery-Title Sheet • Overall operation LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DATE WATER\IANAGEMENT SUPERVISOR SHEET NUMBER • As built IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL b• Tree staking APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE CVWD PLAN# DEVELOPNfENT SERVICE SUPERVISORTIiiiIiIIIiIIiIIIil c• Overo I I PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER WEB -0-4 2009 NOTES* SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 DEPARTMENT'S JURISDICTION. ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. 38 S PLAN SET"E" 2-04-09 __ - - - - ______ __- _____________- - - __ __ - __ - - -- - - - —— __ —-__________ -_______ _______- ____-- -- ___ ___ __ - - - - -_______ _____ -____ __ ____ __ � __ --_____-__ __ - - - I - __\ - �",�', ". I , I -, I�I, " " . � �iil. - ,,�, .I I I _ , ,, � ,..�,,, ,I I I" ; 1.,, 1, � 1�ti, 11 11 1, � I lbo�_I I�1'� 1:1 4 1 � , . : ., I.,l / ':t t,_�,I I",I �,�mq, ; I .� z ,, " - - � .- , , . 1'� ., .1 __',"_�, I`t::i, I I, I ,- ,-. , ,ti," ; Sk*AX48L%%6JRPHY A PARTN9tS,INC i ,-, .�. " I � 't I 11- � 11, :;_ . . �.. I", I �, ,� ,� . LANDSCAPE ARCHITECTS I. , I -, -, , , I i . -�" ,,,, , ," , , �-, ; - - - � � � 34197 COAST HK;FMAY,SJIJITE 200 'a M,,,�M �, -,i-�,:, � " , , -l"" : . DANA POINT,CALFORNIA 92629 . I �M m(ok"IN 0 M 0 Mi;"'t',",_,._� ,- � I I �� , ---"-- -1) _:`_tz� ; (949)443-U* FAX(949)443-1631 I � ,, ##A;�` , �� * 1, %I',- �i-.-,>� ___- '. ft ,� � * � , � ,4 � �; � � ,4 _, � I� � I - " I" ,�-,i - **.. -,, .� -4 ` -, �:,_ 1; � , - __- , - .- : ., ;. .�, ,t�t,�.1 -, . I � + I�, . * A Aro -;, i I ; � I ,.�, "I' *�_, . S, t:'_ . � ;1 I . F, .1 I ., � I _ _ , , I I I � __1 "" .. - :�I, : �I � * .-�;:' .., . : t : ; + , I, I.I I 1--, 11-.1,.., Aw*i, 1_*�,:-_, �tt:z,__ �I. . . 1. :: � : /I 1 ,". I .1 1. ". I�� W, 1 -, - - I-,�: ; :; . " ", I wt : I "ii- . -b - I : . . . : REFER TO SHEET CL-6, IP-6,TP-6 & SP-6 -- + /1, I '.1 ..III � _... I.,... � 0 , :__ I I I ; I ; . : : N ,I, , 1 I I'll, - -- -, ... � _:_z I '', I �,1� �,DSCAp � : : ; : : : : : : : : i � . I, , , 1 -,<,, . I . : . t . , I .� ,--.-, 1_ �',�" _�,_, '-, V,, � I 1;� c t : w . � ;� � " . I ,0. urph -1 I . I : : I ,,,, ,'_ '�,_:, . . . . : : : : ; : : q : ; I I ". , I'��. , �f.I ,b I, ��:11 ::. . ; . : ; : : : : : : : � I I I � %a L k . . ; : . I I I � n" , " 44-- - , . .?�.5-:::: I : ; � : I "1 4`*�� - 'lf�'t t :�,�:�t_ : ! : : : ; a : : : : : ; t ; *p , ___`�. __. - : , , .- ,", .I _ , _,,�:t�:,�::�:: . : : I : ; : : t ,�+ I I. '. ,�'I ,I - - : : . : : � ; wi 1 I , -- -:::�_ I . : : : . : : t / � ___ -, , :.�t:__::-: ; I : ; : : ; � t t !� � I ":::. � _11 - .: . - l lr�., __ - �: :::��:q �_:,:; I . I �� . . . : : . : ; � : .1�." - "', I , - I /,� : : : : : : : : I � I ., , . '', --- ; � : : : I : : � .. I , -- �, - I . . I : . : ; . ; t �13 _ci ; ;, -1 : : : : : : : : * I I "I 1� , "'.-;- ,1," ;., *�i� �`�,--`�,,::�-- - ., -.1-1 9 : : I ; : : : : : ; I t i + I 1 41 -�_-,_._':� - .. * :11 . : I : ; ; : ; : � : i,j ��_�, .." �_ - 0 : � : : : : : : I I , - ` I- . : ; a I : . , I I . � -�". 11�17 - : I : I : : : : : i : � " , , - - . v __1 , - : ; : I : I . I I � " - - , :1� ., rn : a : : : t I * I , " *Ar - . : : � : t I I I � - I - ;_ ......,_-_ - - .e I : : I : : : : : ; " I � / , . . 11-1-1 I '. 4 - -5� IP-57 TP-5 & SP-5 : ; : : I : : : ; � : I 1 z:i7, _ oo,*4r .�_*......�. n ��,� � �: L : : : : : : : � + i / - � .11,� , __,�,., " .. - I _,..,-.�.....REFER TO SHEET C LU - I . . : : : ; : I ; : I I . ," -�, , � . �'_; .-�.. _.. , : . . : : ; : : : . , -� .��-- ,_ 11 : / � I 0 ....__.'�� :,�:� cr --A . : : : ; : i ; I / ,�- , � ,� .;�W . : ; : : : : : ; : I . , - � *1. ., -, 'll.t_;. _... ..... .. . ; : : : : * � '.1 I ,., "%ii " I - I I 1.-I , , , ., I - .- _: - _.___.___..... I � � : : : . : : : : : . : : p : I I � � I - . -� ,, =....��........ ....... 11 . : : : : : � e * :"--%i --1 I .��----�. .....I.............1. I -I 1. t . : : : : : : : : : : I I �., .1 - ,��__ '', ", -� , . I *t'.1 '-, � : : . . : : t I ; I �",, � 1. I I.:�, - , , -- 1,t .11 '.It� _�,,� .z ."_. ., ,_ Signature , * � , : I.. ,. I "' " "t, � , . ";-�',�"-, . . 'i * '. / I .% , , I . .: I ! . I // * - ,**-, P, .11 t : ."_ , � 7-31-10 . . : : : : : : : : : I : � . ,. I, <,� , .-_-_, i " , , * I '1_ I �� I ':� � , + " " / " I ',. * " : ;� I I�<� ;� ; _._�. . Renewal Dote ;:.. �� ;. I - , ;Ittt:=: ; : : . I , , I ".. / * I 4 "'i ;.!, .1 . - -----.I,i f�� r-..-- . . . : t : : � / \ I I, I I 2 .� /, . * ''. �.,' 41,0, I ; 4v 11 ,-.,�, i ': e . .1 . . 0 : It /I I . . . - : : : ; : . ZI, I :.. " ".1 ;t,I, , . . . . : : ; . , -t _ i : : ; : : I � ,� tt ____-_I--1 Y11--------------, .., " - : : ; : . : : : . : . I "I I I \ %___________1, * ," ,'' .I I ''." , - - I- " � ----ttI.,- .;, - . ............. - - * ......I --Z:_,itti:�t�-::::::: m!: ______ - _____111 I � x - I . ; . - . -------:--- -, 'l I , . .......... It ^1 _ 1,t. -� , I #4 , . 1 4 _-- ; r . . . _111��.: -I------- " ,�,,�" , j;;, 'I - ' _111t_; , : : p .� ; : ....................................--....------------,-..-..-.-.-.--- �,��-��,�L��-%�----��:-�_,.��:i::!:�-.�:::::!��- �==�==� �- _��_� I I /,� , "�, / 11 -�:- :�_ . I, I,. . . :1 I : : : : : : : : : : � / , �, ,),�I, � ..�. , * 10,� , -- .,., tr, I I : ; q : ; : : : : : . / ,�_ I : : : : : I : : . I . ; : : ; : � i ,) -*,::-�-.4 ., I :, : : : : : : : : ", ._,�-_ �d III _�11,," - , __ . , : : : : : - If III, : : : � , : I : : : � : : : : : : : : : t : I , * I , . : : : : : , , a*, -,- , . � . : : ; : : � . . . . ./ I :::z�.. --,��:::::::�:::::�:::::I��l��n��:::!::�:!��=t��N� = �---------1.111--...................... ........-.......................� N , , :" 1,. - __"1� I If , - i %p I I, 1,t-------�___ �" .� ;, I -:1, ,,, / " '. '_" ", , :0" , . I 1 :4-� 1, ,;: . I � I , , -�:�: -:�7---, / � _. I. � `tt-�;:�:� ...� . �_ a Date x 4 I ,,�, I - 1, , 1, . * ff�" ,: .---- : I I -,i 11�__,_ , _� , "I� , . " \ " �_ " " " � i",/. b, � , , � �,�.; ��:�r!t�:,:.- - , - ., - I ,/ �, )� ,,,, . \ I , * �, I, ," �_x / 'i A , .; I'. I IWA "I"'., , -0 _ � I.. ......_.:�;..: : : ; f t � i�� " � : : . I, ", . . i_::::,:,-- \ 11 � . . . .1 -11 ; . I.......:..� �_,;__, . , � , , --*_,tt1_11, , ...., I . . ___ � , , I 11 I -_- , 't!"" , . . ,� - - . , ,, � , I I . -.,..---.:...:_t_,._� `� \ . - ,--..�.,�.....----.."---------...,.-,-.,-....�.......�..............--.....�.........................�t;:z:,-- ... .. -------- - -----------, - --------------- --------- --- - ,-,- --.-__ - �, , . I I 1W I " - - 0 . I, I � ; :,c;, �: � ' . , �t�l It, e _�'. I I ", ,." , \ A, .1 " "." 11 I.., , L; , *1111 * ` * .1'_ , . I , , \ \ IV ,� - � , 1. I" I *'l- . I*� . ""':- 1, -�,_ � 11 tr ---------- --- I-I- - __-- : ;t; I . I ,", I ,�.,:�, � - " 'o I—-t ,/ 11�',I I I_ .. --�'%:.--, - .. I—/ : .11" 1W*1_ _"� .� � I - I ! : .......1- " " � � . I tt�l Y � : ,I 11 ---zzz�-�.,�, .� �.! . ,v�- /I � , �,, I I � � ��OF CAL V . -11 , . - , _ � . 1, I ,�. . � .� 1, - I , � . I I 1,7 M �______-__- * `,I 11 . I �, I _ . , /". , t" ,, -- " ", �, ,�- -_�� ,,, �. " - I I � ,z -- I . i, . ��__ 11 I, I I - - '.. , I :: j A ....I e , �, ., M :1 �:, :\ " \ ,*,,��-,;,, " ,- �/ I -, -., ,�_,," 1, --,,l'�lk , ,\,.I-,1. I , I , t. ,.-......I'll----- ----.1.11-,-__..-"I---- ._��.: . ;f, �,,�z_ �t-, �,,z , , � I I I,. �'\ ,� K , �','o ,'�t._ "', I ,-, _vi " ,,. lt:� I ttt " ,,�, .� I . � , V 11.,N ,, -," " � I, , ,I, , -,,- .;, , I M I ;-:- I., - . ., , `� /I.,111 I 1, ","".. , . . .. :.;;;; I ,.. . I, " ,�,N"" 7 ,, v � 11�,`14\ - 11 , I � . .� .Vi . I I I . �c �"" _,, _. , - � , 'I"\ �_-I I 11 I � I I , i '... � i. _ :, .., 1. ,11 i, I - l-I I v M / � :.,��:., I I 1, I .. .. " 1. " `� -1 � .1- * .:.:.,;i I �w ,:,I/ , -N'11'� . . I q i . :: I I - .. .............I............ I -I..��I-I,-- _Ii�t�_ ,, \ \ , �/ I ''. ;I;� . ,�v/;,/ "e 1 'I, , , I �,___�, - - - -1 - - - - - 7 I ....�.t �:� ---------------- -�-�:jjmt�------- -- -- �� j,-".,_.__�_.�......�_::; .1, !: :r . -_�, .1..........::-� I ----------------t, :.:,�---- --- -,I: . _. '. t, / I �, 1� :, 1_�._. .. .. ...... .1. _7 1�1..............-1 ; . . ..- .�P - -...................�"I..... ..... F ............___,_,-_,_--------------------.. I 1,� l,� ,7;v * "" / I ** - 1, �\kl,\",," I ,. : ; -_%� _____F= �li� . �� . ... .......................*. .....�...... __�.�fi�if .._.............____ _-,_-;!�� _--,_-_-_-_-_-_-_-,_7.:�*.�! . 'IN * �� \ .,,.,,, \ tt� , 'd /11, I _ �, #� � : �t : � ---1-----I... .....................................................................�...........................................................-...I-_ ____ " , ,'' * "". I __. ........;.,.:��:;:;�:�-;,-,,-,,-,,-,-"-,-,,-11-11-1-1-1--"--,-,-,-.,---,,--l�-�--�-�--�-,-,---"------_,,�-------,,�-��:��:;i� ::;�:;iz��i: _ I — I71-1- . I :� / q ; , b; : I 1 �, _7._.____v1_______*__�......................l-_ , , + ,__, , , I I :;: �:. , - - � ",I I ,\ . , , , � I ! ... - ...........", ,,�� , , , :.". . . �" *. ;�: .1 t� � : : .. ti� - . j . ,, : , : �: iI� , I I to . .-� - , ,�,-� , � * �', i . .� ,� f ,;$I .1, : :':z :� : � . I. ;: � %,� , I I �, �� 1 \ . . I, I I z: 1 . '' .."- . ,--,, I\" "I �, J," I&",;�, " �;.: ,,?t .r ., � '.t.� ,",�,��,. I . . . I t .... _; ,;�,;,�! .,,, 1, , , , . I I , ,�I I i I 'll * .�''. :.- ,�,�._'. "_." ,,,,�, ,&� "'11i /; ,t I I I 1� I � ',I�' . , . 1. -1, . ': . I : - ; t:1 . � "I"", . ....... , , ", I t�1�i !iN I. �, .. . .. , ,� zt�, I � ''.I - I \� : : ;". * I I ,;'I ._ .1 �:* \t I I to , . .;"".., . I ,li:i't,z:�-�._,_ I;, , �I - ,:,�,,I,1...� ,� - � I � - . . � " .� * : � :1 !!ii�i� , 'I,,�, \ \ ,tt'.I ,/I ,,,, ,,* �''. . . I o � I . I,:. ,� I., :.:� � , I , , ,�'. .. - M I.., - ...... . L'." �,� : :: � , �� i�:� :: i,: :. :- ,� : ��.: .. .. ..I:: ZAI�1'1 , - " , I . I .1 , . � , ..., '. :�: , ,\ , I I � " ..... - �: ;! . �� it; :: , , "lt\ , <'l fl(II, , , ! : : .. , \. , I/,, , , > I ",I' - - 11 , - ,. .I .� " ,_ : � - . I I ''t::I I ,:� : 11 iiii: ii ii .: , 1," I I . ,� � I I I A - :: ,; I�t;.i .� �:, . I I , .. , , "' + ..''. � e �( , zt,_..,.� � I- �, I I � -.�...-'..-...-...-.-.�........"..�. :iiIIi� ,a I,:: I I 1: I I " . I I t," "I t -I . �i� ,� 1, ., I " �- I - r _-- ; ::: :: ..,; �` ""I",,,I-,,- " I'll - I - " . W ,� . M : I : ''I ' , . , , i" , I "� . I I I _______:_ .1....-�I-....i , � m. ::� :;i ;. :I I I �� , / - .�_." , ,�, ., . , I .1 I . t z ti. " �,1,� I , I,,� I , , ,. I I , . I , ;� � �� .:� ��1: 11 ': : ::,:, �� q '\ I"", I . , ".1* : , . 1�1 , - ,o ".. , /�. 1 �',",\ I. 1. �11,,I t- T-esc �:-z*`zs ::-c - --e -------- - "'* .......- tk I :: i : �� I,',/"I," ,, r',, , , ,""'. I , I_. 11.�1,I � I . , , z � tt; i . t �::: � I t z;1: �� ::;�.!;, ""I�_:$,L . , -. ,- , jl. , "it , I I - . . � � � �i�i� �t � I 11 �!!�!: 1. , \11 "I I - ., 1, ... / "'I��;� , , � " . I - 4 1�' ,"I , � . M -cc-,, -z szezz::tszrts ,, : * I I-- - -itit, . " * I I �t��!�� I I I "I I I -" , , � �:: . � -:�, f" ',� , .I I, , Ij I -".., , � ;; � , I.,"" I I , _* "'�'- 4$1 "�!i" _;��_ , .� ,_ .. , � ___i_��, : �� I . I;,i 1 1� �1��! ,\ \ /" I . __- : ii 1:tii I , , . I :. I t:� !� 11 1, r * LL r' .. , . �� - ,, . "" ,,I -_ , �- 'I, ,�, .t I, 11 ,._,�, .. � . _ "'. 7 I I I .1 : �� 1� ::, � ,��:� � H�p - i� .. I., ,_\ _N \ " I" 11. �;/ � I I * --�t,,40�---_ ,- ..".;", ..I ;, I, � ; .... , 4 11 11 11 .. I �: -I-1 I: a cccz� - - ��_ . � , ,I., I . I , I - - ,;:. :: 1.- .., � I . I . . , ,".. , ,,, I . � ::: :d I! r"i ��ii�� ;i'.�,',; '. I I I" �\, � ,, -- -1: 1\ I /��,, . . 0 -11 it,_1"--.._�.._ ,. :1, � ;�" : "'., -, I ,,, - ,�,,,, I 11 .. � � x tz .e :,::;e-t ` : ::::: �:� �'. - -- -, ..., . � '.,x, , "I,I,,,,-, R, * -- : , I , 1 I / .., . ! - . _1 .I, ,,�, , l .", I I -,it . I I I�:: � � :::::: 1: I , -� , ;,\ i�-:-I- . I,, � - -1 , tt�, ., . -i�_',>_ / . . ..:: ��t, I �, :;::., :_�, lc�"I"', . , - " , , ,� - , -, , .; ; . '.I ; � ,;; Ir 74#*--,,ti,�,�, / �� -o's .. . . . t 1�:: It, �� ki� .1 It . , :�, .11:1 / I . " 1 t/ -- :- _-/'�z I . I . .:;;;., '.I h% , " I I / " I - - . I . k. �,,,'.,.�-,��, "I / I I. � -_--.-q ,& Yu,zh�, , � � l� I 1�1 - I . .1 . . I �� i � . I. 11 IN " ',.;�,'.t;:;t ----., , , , � . � . , 7 :: - , , . I , I : ;� , ` - I I ;�� ,x, " - -- - j!, , . :4 4 ,� ,:� I ��: :� .. : , - ,!�, , , � - , - , "I I __1- 1�� , . -�, . : W I I : :i j 1 ! !� �: �� I I I I,� !: :."i""I" , ,� , , - \ , " ... ; .. P . "'"11.� - ,, I, *4?,* ,�lx---I -" , "I", " - , �, : I I �:�"; \ I I - ,,� , " I '4jk.-''� ' �' ,�tt�i , , , . : I - . I , � ttt-,tt, , . ! ': i ; ,: 1,,; : z:: I I �� :, I�l� 'r.11 � , \ � ,� 1 40 ", .- ;`I �,.� I ,, , ','�Iil, - :z I : I 1 � �, , :�r", , i.: ,� / , I ,�_,,ti� 11 I � �9 I I ; I :I I!ii . t�,'I,, -4,I� ,, I . -* , ", * . ,�, �, � � : ��:s,I I I� I I W, �i il I.1 I , , I \% I . � . ,/ I, N�, - , " , , I ,r t .�: � I I� I !, � - I � , r I�: I It I. --- --, , ,\ , - , � , 'r . ;4 1 ,, � . -I I - - `�` \ * - I.,�._ . o �, �, I .\ ," " - , , / / , , " ? o,e e e : - t � i:: :: " - , I- "�� ,� At, " I p i �0, ��,, , , I. � , . I :; I i 1 � � � " _ � 0 , �i; I� � I !! t�:::� ': :: ; , , , " . - I/ i ..,. "_'. � �,;:fz' � I " : ;? ;: I H,:� ::-.1. e�", , __ � - 11 I. - I ; . .1 I-�_:, _, ,;�; � : � I : . . , � _ , p ,_ : :� �� I It, �� tt : .- i , ''', , I I I I -- �x � .. , . . ��1�;� I ,:, I t,,�,, 1� , / , � . �`,,: _ -1, /I 11 4� . , ;; 1, I " 1'�, " �N / I I �_' _c_ ,I-c _lc I _se Z,c -, - . � ,/Z.": , ", , , / � �, , � I " , -, � '' I - I ;, I �I , _ I :� .171; 11.11 I,, " ��. _1111,, . I, ,, . . - - :. . : 111 i�l��I� :. �IIIiII, ", , , I �� ,� I , e lit';,iii. , .� -, .1 -� :i�:':,, -,"-, ,,�/ " , , ,,� lv�i� _\ p �!, I� I. \ � ,_ il, i " - : � $ , � . �_. I -, , . 11 ��ii�i' i !�!� p;� . I 11 I , I , %, I � -11, I. I _:tvi,t, �' , I . �� ,11i i ::' , -__......;_ , I �,. , �, , �,_.,;f ;( . , , � 1, I I �.: , .I; ., I , I I - :,lI- I __ .1 . 1,W, I � 11�,,',�', " ,It I ,",��,-�. ,I, : 4 I -.1- .'."i�._ I , 1;. .."/Q V/I , "'I, 11 ".., - -, , , &-I ' JIMEMI *1111111111111111111 MENEM ME I: - - ,"" _ , , � , , , ,t.. `,, . /A.. - - I _�" tz;� M ..� - s - - I ..��...I.....- -........1� - _____________ .- -, 1� :! ; ,"I I, ", , .I , " , t, I 11 I. / - ,� 1. " /,�_,_ : � ',�. I � I __.iJ� "N'.-----------�_.�.,,'�, --, __...�.",�_L_".. .. ��,��i: ....... , , , _, _ �,�� . . �. .11_ ,." � "'-s ,, " , ,� -�- I -1 � 1. � ' - : ; ; : : �,�, , ,. " 1, . t_ ,�� l-1, � I _ I . ; "'. , , �( , I . __ ---,, ----: . . : — : --,------I : ',,_ ----,- ;�� , - - I ,,, I , -- �/ 111� I / ""' -�- - , ..- I� I, "I : 1. - � I ,��,,�."1, " __ 11 0= .i ........11.1�i i�!��___... ��j'3- , I " , ,\ , I. , , I Ill -,::::: , M E 4 --i",r ikI,","-,-,-,-,-,-",- � ., ........_.- . ,_ �� _,L��_ -, :::::::..: :: : _ . , ,, , I, ,o�,;,,, . . , cz'c - :e ,es'.l_-_e� tc __ - - �: t : : ; : : __._.___ � -_1- ----- __- � - '�,, ,� .".11" � I ";;,;t". I - -' . - , � ., , . _ 'A I, 'e' — __....._. : i . , 1. � .� , - , 1, /I'>, , , .1 I I - , ,,,- 1 .� , . 0, � I; i , , � � . t -- -c �'-e �c, .%-*--,) t-e, ".. ,..-1. . I : : : : : : : : ; : : : � � I I �, -, ,�.,,t - I ___�\ � � , I . I "" li,�'. -� I" , . . I . " - ._� :�,_ -, '.-ti"'I., "I I--,_-',It, I I - 1= . : , y k &... _�'A___---� � -............ � ,`-'_,�-/ , � " " �., , ", .� . . - " - -, 0 . - , � t I :!''! , - - ., 11 I �, ," " I�,,,, - , , ..". �'.�. , . : z , - � I � ,-1 .1 _.. - _&...�....s,__....___...�....... ____�_ � ., I- ...Ili N==7�t �...;._........... I I "I .� I 11 I �,�e , I ,I, -, / 1. .1. I - ., I�*,� '_,�'.,I I,I, � I � I 1, _1 : I , t 1 . - '. 't t --�A.. . .. ......._11111.�,^-� -------'��- ._—A.......�........ ....._.�....�......... i�...�............�. ........�----- : ,- ,�, , //,W/ ''�. 1'� I-, , ,- -.1 ; , 1. I, , : ,\ . � : :� : t :11 � , -1 < ,� %�, I ' '� ", //1 ,� ," � - ., : -e, :�e -e:: ", � ; :i : . , , , . 11 � I.- .1 I . i I *e,e :� ---,ec- --g;=. -:- . � H I , - . I - ; .�.,� - .1., ,,','/,'�� " :. ;,.- _-, - --1" . I -, .� .�,.� � 1.11- � , z : :: � : :�..: �_... 1, . " /�,' 1, - �4t`,, . I , "" , 'I- " W , ,� � � �� . I �, �', --- _t�, , ,1 .: : , : . - � �' , f I .,. I , , , " " � , � -111", M � ,:,1i-._m-------� : t ; . ._ �: - - " _ 1, - - - ..''.. - -- , "I-11- , � , _ -11 I,I / I . / I - I . .> -- - -- - - '---*-- ::, zrf : .. ......................... "� -.......I....I..... I� t -1-1-1 I...........�. . . : . :i`4'.._ - �� ,I � I I I , `,,� , " ,�, ., " , , " ;- -, 4�it�� 1 . , 1 . ,.' � I � �, ......................I.... :i... - --"; - � - 1, ,/ // Ay'. . , t ", I r' I . . �, - - ,, , " 1, // , �� 1, M d_'tz . I ...I....-I i" ...1.1,iq-,--.,.-..-.1.1-1-....11.� --------__.- 1'�':[..,_________,_...._ . . � . v ,L " I " �, , . " I ;I ;,: ,' ,I— ,�-*tz-, ,, ,_ ,.,,.r,,.1,,1 .. I' I "? , 1. --, \%. " -- : i I� I � i��; 11.1 , �Ik. - - --- --'- , .1 .:11 :1;� �,� \, � ,. , " �""� ", � , ,-, " I I , I , . - .1 I.I 11� '.- � I I . . .w I .1,- 11 : ,: . .11 , . '/,,,,, . ., ". - ,,,, �.'t _1 t: .. 11 � I I, I , 1. , . . ; .I . , , , ---, -- - -, "",-,, �� - A-C e C- - I I ;I I I�, �t:�,�� ::I I �, , , ,.,� .. , , , ", .1 �� : ::I,;I. � I I:1.I �:�;I I . �i,�� I, * 'ZY , , 11 , I �:4 �; 1,. , ,,,��,,,"tt, ,, ,�\I I�,�, 1 I .,. I- -_- I � - I ; I ,� : � I:� � - I "I'," / .: ; ' : i : : ''! I ��: , I 1: ::::� I I � ,, ,- " � �� , ."? -1, - -e'-C::, ::�rt, s I .I- ; ,, I I .t;:i: :;; :::;., , , _.�; , ;tllitl;i , ,,�, ", ,� ,: t: -I ,� -, I,,,,�,� ,,, \\` , - I , / ., t:, :, . I . ,�,�<:z� �... . . . . .. . � � ., I I : t� It . I � I � :::: - : .. :,_ �,,� - , I ��', .. . � it�i: I - �Pi ;:: - �� , , : �< 11 I _11 t�:�.:: :: i i j�1 ; , , ;/ . ". - `�, �," , , I li� / o t� . "I I ��:; �, "'..',""I / �t: - i': __ , ;_- , ; p---- r- -ec ex�e:, :, *,--,er .. t:;: � � .� .1 I ''. ,_. ""..,,�", I :11 ",a", I i -,1. I - - I I I, :t t!�;: I. . \',, � � , � � I . . , ,�.I.- lt;4,li;�� , ,- , I" , '�"'" , :I"1: I . - 0 ,< 17 I �, � ::it... :, ��; , 1.1,; : I.t I I , " , . � , "I <�Y I; 11, .1 ____ , .. ,�,/` � .m , . I I I : . , - - 1.� ::: .. . , � , .1 .t"t, � 111 �� I . - I :::::j � - ,t, , - ;:, - :�:: � ..::,: lt� - ,:,��: --1 ��11 l, "I", �I \\ .�,. , .; !. . I � - 1:i::i , ::l�I �\ � I 11 " I 1/'��", I -11_1 _,, I .r I ; I, .'�; �, -,� " ,l� �, , I . ... 11 : , �� ;1�1! �::.��,i! ii:: ,I I,-I i� ;; �� , . :I /X......"" �.� , �, ::,. , ; ,:I, 1.1� . : -, -��,,_ " ",I �1. I "4 I .. ---- --'I--- � t� �',", , , �, I- �t ,,� i� : .�., � � I - '_ - I : I I - - 1� , '�� _'� I -el- ss c- -Ic- zrsjrr . l I ; :� I . I�it� . ;: :: :�i 11 . I /.,, �,r \ , -/ �;; / - .� . ,:7:tt- ;1; i, . :�;. . f"" -� ., ,_t�, - � 1� "I ...................�............. , I : : I , , , . , 'I, I - , :: - .:�I; :�:, "�, � " / . � � I. : . " , , _:� .... .- 11.1 " . I . I / I 11, , , . , - ;_, ---- m; 12: 1 - ., , . I 0 .�.j I : ., - , 1, - - , 1; � �,` ; - :.::. --- I , - I 1;.. � : I t . . . m m a a a : a - . I,.-.-,-- I' � :- I - .:t A I I I I " " �tti�!��:,_ , _,. : I . � , I I" ,.,� : " -- ; N tt� ::: . '] " / , � I - _,", I.,,, 'I'mil, 'l,,__� o I -� S---e-s & Y_=_ ,-::. 1�:, I , , "llt� � �i�� ,�� ;t� j�i , � . \ 1, /�, I ,;� , I—: - ,,, I I, 11- I Z / : : I ; I I ;:1. ::. - I It , i :, \,I I ,, '': , / % 1, � , / , . , ,"-,.--,.l !./"�;, I %, "" �. 1 ::7t::: ,�: I�� I'll- 1� - x 1, iK"p lr_�"� - ,: I. - �,,�,,)I. , - ,-, <-�i,:r�ii I ,, a " _.. ___��_, - I ..�..,....:.:... ..::- 1� \ '�, � , l, - ,V,-� � � .� . � R TO SHEET CL-6, I P-6,TP-6 & SP-6 w I . , ".�� , , "I _zi�i,l ;;; - , . I ;_ I . , " '_`-- _� , ,"' ,., , 1 4- . � . � .lttI.. . � � , I / '�kl i ,, .i . , ::: : :::�4 ; :�: i - . I., , . W 1�,, n'. \ " r ' � � '*11 :; ,� :��'; ,, I 11, , ,� ,, , . I./ r�. ,-"- w - � \ / , I I , I I . , , I - -- - .,: : I , - �:� - I . . . . � tt�I _ff_- -_- - .- ,,� , I, I 0 -1"�tm, , �i � ::::::: 14' - , � / .. " ,"t�� I . I, . , I , , :;.- � ......� ....1 ' �� SN'<1 � �jl�I �� ,.��./ � \, " I � � , ,�' :. I I, � , I 1, ,. I.Y',1, , I — , I 1. I" I; C I 11 I I I REFE � �: / . �/ ....I �1111�'W, , // "I I, , , I . : ,�-, �� I , . I�,,-��, I �� _ :: : ;:�j� ��iiil * � " : :: : " I I " I ; z��l�: � -,,�_� I .' r' 11 , I ., d _ r - , � 11 .1 � `11__\11 , I , . " - I /i l /10 __ , , , ,, : 0 �. 'U.- I" , ,� , ,tt �,�1\ I III , ., . , ;;:.; '' , , '�' :,,-, I ",� 1,11 - - I I ..: -z . I . f "I , '. . -.............. � I I ..: - I - -�- ,\ /I :,,�e, I-1, -�z 1- /,'I")' , , . ,�,,� -," I 'l �, iL�' , ___1�__, ,�, M III :;M 0 iismoss = � I I i_I,_,-/;'t, , � , . :, -t - - - :: � - .......... , � , , '*"' .I ; - , I ii IN a 0 ''EMENEEM J I� M_. � I., , , I I i :: - - I . , � I �. �� 1.1-�� ... ., z 1, ,�� , - � '. , I - I ", -,��, , �, - it� , I--- .I __- " I ", " , , ;: H � .i� �,-., , " ,"', .. tItt'> / -- I ` ,t;" - , , , , , - , . � �,�.......... .................. "'' I I , :::�� - - I/ I � ,It, �'I " � - t--, "I -1 t:_ ;, ;., I'll I 1�_ I I , F�- - _= I ,::._:..............-........�::-I-:-- ................ - : . � � � 1�.. .... , I" I< / -, �," .....................:.... , . .1: �..4.:,�.. -, ,. ,. I �, . /,,III,`, ,, /,.,, - � - I , I , --- , , , -. ___L�� 1.-j - ----- - I�il__.,___.. ', 'i. : 1�,�,"',...-_-_,-__-._,--.-.-.----. ,, , � � , I I, I A� - ,�.I " _-. .I - ��,Q��,� .. � I - - . 11 , , , � � q �i ji�i - I ,-. �l�� .. , : ,, , !, N .:,>� - .. 0 : � ..-.... I.. � ,,�..................�-....... . ...............�......... ;;:�,- ----------- " - ,,-- - - , .....�,- �.........*. ., . , ..%',""�,,,,�,-,`, I /,",."� , �,I �,�-�,,,....,- ; -I, 11�/ -. I,, � I,", -- I .: �"I.".........: 1. . ,,� 1,�'., 1�', . I 1_1� I- I I.rr 1. �,�,1 11 V I.", I-- . --- .. ..l ., Y ,/ ,� I I I � , 1:�;: � .... 11 _�-,._ I r�. .,, ".111, , � , 1k I � . iz,,,, � I I I--,1,,I� . _t --I I : :0 I.. I :: I - ,�" , - �,,�;."11, - I r �4-�,,�_ ... .� .r ,I ti%_ �� III 1.z,,., .,I I,r�, - rr r / , r: "�t .1 �I .�zz":� t:,_� � * - ,,, ,,1,,1 , I , r r I r I � ,,,,r ., �I I . I r. r , ; I� r. I . � ." 'V",rr / r r ,�,,, - .: . " . , r r : I. _I� ", I � 1, ; � , ---!,_ :: I.; z I : .,�,,, r , I..: ::?- z, _� I,. .� /,r"' \ tt, I,- � ,I.I.I r�/rr ,,, " ': I I I . I - '-.- r - -_ __ r;,, - I � I " I � r I r, �, ,��_ I 1, r :I ; . : I ,, _ r' ''I r tr rl r.,,�. -- I ; I�,I;: - I I,% I , '�"�,,� M ./r/ " , I I� 11.-� I - .1 � .,,,; t r,' ; ...__ ; ��-,, �2�"., I I-.I,I,� . 1, I �,, I ,,,,,,r. 1,r/� I I , - 0 '.. ::: t : I, � , , , � "t I . I I ". �� - , . . . — . - � . , I _�11 . , � �;,r r, .,t:�, . r',. , ':tm;, I� ,, . I ",r,� �,`r ,", ,�,I. I, �-��-, , : : ::; : :1 : - I .I I "I t- / �. 1, ��t , , , .r, N" ,� - , I... �q�., I I 'I., I. � - , I. .. li"l ., ,,I., ,'_ ,r Ir'.,,.' ,/,r . � : q : . , ........ -------Ir 11, --f-_---:r---1�1 I- ___ ,!; .. ..... ........�....�............�. � , .1'�,"te , .I, I ,4, I I, "�, , -- ��,I, I " , I 11, 11� , ,,, r 0 , , .. .. �; % ..I� 1 s, , I'. ,* � :,: - , , r ,,I k, I " I,r, .,.r I I I I , I :, : . , . ; :.t .._�-.-..-.---.-.I-- � ,� I I 1 �,"I � ., ,_11,�, ,.I,.. �, �� I - .. I . : : i i ,:'.�.7..,r.:.:.........__-- :_��..:...:� 1:: '.'...'.'..'..'.'.'.'. �.��.......�......�.........-:------------,.r,- I% I.1.. I, ,�>�I,�>� "I'll .,,,,�//�' ,-t.." r;,�.:;r . ,. I I��11 � .1 ,I, 0 /"�r/ . 0 r ; . . , I ..........: P_- .1 , I ��f ...Ir--I I - � ., r t ,�5 rr,,'/"� , . . . . I.r , , 1�lt:I ",,I I , : : I 1, ...... ,,: :......�....r.r..._'� --------------------�I 4,------_------------r--_�_ ;I : -------------�___........ � � %"ti ,.-, -,-� ' ,� , , ' �i 2:�;, �,�t..1. , ,. ,�', I, r'., � I , rr : : ;�:;�.,;t�W��------------------L'L....�.....I......................�.��.� -:it�.J=: , � . . I I �11,I � . 11 I I I I .' '�r , . ,tl, ,,,, , . . : _:=:t==�:z:::::;:;;z��::. ------- , ,-,:t , -- . Iv,/ 0 :. : . .. __ —-__�,_--—--—- ;;q:mr:z�=%::;:�_7_�,;- -;---------------------�-��zzit �,:u=�:��:=�� , . , r� -- ... I� , I � I ,, ---__-__---" : . - . I;I�, 1\ , ---,,,�-- ,--- �,.,.".,, , � "� 0 r /,rr" ,� rr ,'t� ,� "._,_,:,�.f ., .i . ::: : .r �,,,�, , , �t � . , , , . ", , . it, , ,- , .. , ,� -- . , � i............._: .�. ""...., 'Ni: � "I I - I , , . ... ,,I , ,- , ,, .; . . . -! , ,, t�r : I . ", � I I� .� """""I-�-�_ '-,I",T,, ," ,--", 0 = I� - I �, ':l;N'. I 1��, , , ... I.!. ;; : - , A I..o I I �,.I , I'-, -,- : : : . �', �1_ I, ,, I'rrrr�1'I 1,� _, ,,- I�I .. it�ii -, ��., , '��I , ,�......��,, I _\ � , . I i I t mi I..zi�____ I 1� __a:: : -, I ,, , ,;� � :1 - - I �11 I I ��,'�., I,I ,,, 1��11 ,I :m � � , .:..:----- I-- - - ,. . ..... , � - , �'.,�ii�� I,I � /_ I I \I'v I��, - � -, ,. , �� N __-1 "-- -11-"I 11--. .., .. �.,--��._:__:_--.. 11.1.-...........;:...t....................... . .!I i , 11/ -"/ /.,, ., --, - , . .., :t, -- -�i%�_., , .I 11 � , /� I / 11", -, . - ,, I I I , I . -n=_-ii-1- -_ -,il`� - , " ��,� � I ,,�,� ,�,, .�I . , "I � - ..— ��JLJLJLJLJULdi��..............__..................--t:tfft................................m...........................................I.--111-1111-1------------------- tit:=�= ==iiii� :11:=�- ,,", r\I . I / , ,� � � "I I I . �r M I in ff. ., "� , , . ,� ,1,I I , � , , , I `�� ,- 0 !_t=:J I".::�� I--,.,,----11--.----.11i, —.------I,__________U_------- ,I " , , ,: ", . . ,�" - , :: . t ::: � �-�-1--r--------- ---- -------------—---- -.- - - ................. .......I....... ............... .....t%,.'�,�.��:�.�,.'.r........�..... �-------�----- ...-------------__------- - � -, ,,�....................-. ,I ,-',-� I I ,_ ", � ,_�, _ ,_ .�. � --- I ,� � �.� -, M 11 r �, : . : � .�.. .I. . �'I -. I- � , i : , I __\ _ - " I -,��, - I I,_�, I/ " " , - - 4000 ,'M 0 \ �I , X 1� .4 , � :1 : : � �� , , I I , ., I , . �I' -1 � , , ; , .,� � " ,�� ,:., - _x , ,�I....i I-- , I", _i�. � --I I �� , ,� -, I . , , , " , . z - - - � 1_1� ,, - , , . �ii,- ,- l� - , "" , , , ,- ,"* , .: .t .. � I IV, I I I. I r , "" , , I t �� ..r�., , I, ,�% , 1�t', I I, � � `, ' I i ._, � : ,/ . , , , " r � � . . .r - , ,� � . . . I - I � ; � , I .. " ,'. I/I I � I ,I ,-1 I- I ,, . , :;.I �.,i , ,, i z , � r,.I � , I "It. ,,, I, : .....................�.......:.t:-, ---- ,� . � - ,I ,� . Ir r I - -- .� �- : : ... . . , , , � ,�, .., , � � , ,, . , I - . - - .��" , , .�: ,� _�� , , "' r , , 0 ,r I/ : i . ,---_____-�------ I I: .. �,� I ..: .: . q : i I I t� . , val . � I � I . --,------ - � - -_�_.,.. I. � .j�t, I .I I z , 1, � N I ., r /.r I." : -,: I�--. It I :::. ::: : :; : I t . , ", �� .',,,,",," /rr �'r'� "r � ,I ,,,��, "" _, _ 1_ . ,. I � 1i'i, , - ,� t:,I I ,\ , , I /,,,,,, '� 0 � �,-** .,�t.��_�.,_.�_.;�,.,1 j ; : :1: f1l". � ;; t:, � , ,�, t, � , ." � ., 'I , , , �,, , , ,;e I ,, , , ;� I,//' 1 � � .. . I , , , � I. �I I .I. . ..,�:;" , r,I.I'. r.J � 11 I r I r, , : . I :: I � I 1, ��. : . r ; 11 . l , ,r I, : 1. :::t;:: ,.!:: .. :;: t t �__I,_ .,�� , . ". r ,I 1/ I� ' :1 11 "" , ,; r , , r ..I�.. ,",,"��, ' ., ti'��_, , . � jo//" . *' ' :: � .e 1� *I .1-. .Itr...i�;::.--�::,.�_� -_... :,t; ;. ; :;:. ::: : .: t �i ::: I. � � , -1- I-- _ .. _ : ., - , � -i;, I . . I I .\ ,,r ,�I,I �� t. 11 ,mwl� ;.! . , , ,r tI%. , . , :___��......-�,,i.I i 1 ::: : I r � I ,. ," . , , � �...11 . � ,, . ,.." - :I : : : . .: I , ., - ,,,� `t:�, I�_, -__ - I-- ,, .. _I_I:��_ I I.:,It .. 41, ,, , ,' .. 'l� � '' �.... . jr 11 :: ': t. : I t; . . W, . ,,,,_,,�_ I - ,, , _� --_�_ I I � " r . . . I � - I . I,"rr' ' I o I I.,I.. ""-,, � ,�:;;:., I,- . :, ;; ., " "I-,4 i� I,-, ",/Ir I , ,�/-, ,,,, �., � _r � : i :i��ii �� j i:: . 'i "k "', � . - ,_,_ _.", ;�; I . , ,. _ .. "1\ ,, . 0 . � , ., � ��! 1 i I : . �. '%�r , �., , , , I r ,I, _ , , . -- _. --7.,,,�1,`.-.-. - I" ,,. .:; , .�1��, � I"M'. ",�,X,,r" : �� - . � , . . - " // / _". ��- ,�; .: . :: : ; ;� ::: i"�, . I �I . � /.r,,r . �I� I ,, .I �t 'r , I e - - - � �l�,, , ,- �;,, ' .I.I r r -,, , I � . , I !:i�:�,! .J: ; :: . : ,�1' I , ,-,,, r r -. - �%%�tt , , I� I- I " ' ' . : . .:: 1 .. � . ,I, ,� . ;It,", ,, ,. � , %, . I M � � :: 1 1�: .:�i: �, ..: ; � �t i ,,�,_-, %,tt . : 1, . . ; i 1�, I .. , ,, I I/ , r -, -. � -, ' � '- " I ,� . t�:; .",J:e,� "I�,, , ,-, . �,,I . r I r'� r .�. I", , ,, -, . : �� , : t t t � , / , r� � � i.: I : ..ii� ::: : .: . , 11 ..I �. � � 11\ I I . r I . r . __ _ .1 ,ilil - ,, _ - .,; , . I I � r I ' � I I , ,);f . I ,. I I r .I I r ,r I I I r' I I , ,b, I I o 11 I I I ,I ..�/", ,,�,�, ,,� I "is\" r',. � r r, I �� I 0 :. , � �� , ,� ,;f�."`, '.".,I/ -,r I,/ '. -. ... I- t� - �_ , � ,; ; I I I I r I � I I I,111;i- , r : :.-� .: _ __ - , . � t : t :�� . . ,�i ,"", r, r, __ . � ,- ,-�tt , -, -; , , \� �� I: � : :t '.. i i I . . � r., ___ 1� � � I , ,__ --tt�, - .� - ,� '.;,.'r ��',,. r r r , "� ., \1, '. ,, .1. �. '� _... . I 0 r . �f t ii t I �� ; i i]i - � _ ,,� j .�� -- ---,,�, ,� __ , ,, - I:. , 11�, I � � " I" �. i � � � � I r - , ,r�. i :I ::ji:: I , . ,/ .\,�' r" , ..- ., , - ,, , : ;� .I .. :: � - . .w It . I � ,,',,,r,, , ,��,�I _�.'.,� �!z , \ ,,; . . -I, 1 , r . ,� ,; ,I , - _j, -- -- - 1 1 � . I t� i i i-�i�i i�� i :, �� t , �\ 1. , , -1. , : i� ,: I: . I I,. . ,\ 1 I I 'Y,1 .,.,.. - , - . -- , - -- � , � .I . ., -.1 I I I , . , ,., . ' r I I � I f I -1.,," i;, . " I . ,..1 1 �� , , �\� , I I I . I � I ;; I : :.:; � I I . I. I l , , .. -F, - , ,� . ., /.Ir . �-,r , ,,�I I I�.,. 'I , --ti%,:,--- -1. .1:r, .1,, I I I '_`r:,, . % �_� .--�- I - " I ," " , " I " \"�,� .../" I., �.. . 1. ,_. ,.. r " �" � r,"r . , . I I III I - : : .:: --- -:r-':-.--_�-- '.___- �� l�, ' t, \ ,, , ' I r ` - I - ,,j I - tm� 1;zt� -� �,,� _-,/. - -,, ',..'I" .I, r � , 1 I�.. , \� I ic " 'I r I ,�'l �---I _ %" '� - --::_. - �, ,, 1� \, ,r,"Y'/ � _ -� --, - .. I I I V M �� t: _' .,� ", �, � ,;, r I. , - '�- -,..__ -,_ 'r, � I ' ' "' ' , I- .- " : -,�i' ':I � � � It .. :.:. ---- � �� I� t : t: .. :q :: - -.1;I.�. - � - ,,-.r- ,, :,.. � - " � _I r"."_"��;�� '� " , - . .. . .,. I _ - - - .- "� ,I.1,1, ,:.�.,, ii \ \ t:: �! z �� :, :::: .r I t ..-. -, I I � . , .� " �, ,t t , y, i, ,r <I,I/ I. I - -- . - ., - :�- , , - - �, t ,,, -'L," . ,, ,: ,. .I . .. - - ��_ -1 � I I � , :!!!!�! � I .- / , , _. - ---, , .!� :: ,I 1, I" k . �... ..i�t:,, , .." -,-,,-- , !! :::: - .r�..�� _..r , ..,, :,'. 'i"'. �� I : i� ��i��i :: �;q �i�i 1� � i i -. ..r __ � � , , -" , ,� " .,""? ��:---, -,� - ��, .1 I, -�_ r' 11, ',�/'''�',� �1. , � - � i ; , �:1, t L,', I.�- ,, .:,:: % ---� \ - , , : .. - , I I- t 1 i z I .- _� I I I �.� I. I, I .. ,r I I :-1-:;" _, - , 1� r, r r' � , I r' . I . .. 1� ___, ,..,r, 0 SffEET _ . \ \ r .1 11 . , �......... . , : "It r I ""I. .1 I ; " 'I `% �, t?ttt - It-eii: : , - I- ,(,�' ' /""' '1�1�', r" li�]Lr4 1p,W4,,r -�\\, , , 0 :_;t`t_; I - , "" -:�- r /,` ",",-�, I,..,/.'p, . 21".:; �� 'Z-11 - -,I-- - -",--,,,�.-,!� T , , " ..,r, , t I - - . p ... �;,� , I _� -- -i" � ; \ Ili ,� ': I." r -:..,-,- M -.��n=.r.-�.Tn��.f:.-n- .-, . : I - - - ,� , .,k , -;-,--- - -� \ \"'�'_ �', _*1 , , ,, - 1. E � I — " ' 0 ' � : * , . � N�..............1-1.1-1- I�.,,--,,- '. I' d - - - � �_ ,'r l,11 � � I....� - it -,-,,I.,.- � -..-.- - - - _�_. _r . , �_ , - � � ...............I.r..,i� ii i .. --l-r-.......J.i iN ,1- - :..'.. ::r-:._::_*::-:� �%t� It . L" . I ,� '. � W ..�. , r ....� .1 , , , ,. � � i.I , � , , ,"_, � . I � , -4 & SP-4 , �::::::::::::::::�:::::::::::::::::::::::::�:�i �i 1 i�.... �:: , ", �, �� ,, ;�;11 1. ; - �, I'm 11, \ I r , , 1 - ,.--,, , I , � ,,r, �/, ,.:"! ::,; ,,�',.- I'l- �t,, ,� '. " ,,, ,r N� 11./I � \ .�� -_ I " ' rl ,�." ., �, l-, - ...I , I I � 'I " "I r: 0 r , . . : I � �1� 11,; , %, /,�-".I , �I," I .1 �.I "--"I, .,� �. , - " _-'r, ',-,,�_� I, ,--,,, � ,, 'I,I. , I r " , ,� � ", �, __ r ...... ...'. , .. I , ,� % , _ , �� - I I ,I Z , � - �",`- I . - - . - , I - r k _it" � � " ... ,.,, - � , t" i , - ` ,:" , __ �ivl: ' i � ....&.......1L.,I------------1--.1.1....... ___---I , __- , % 't" k", , � - I "_ .,r r .j �, I I -'r - . � 1\ � . j� I�, ��::S'I 1-111-1 I I 111*111-1 I I""""'III� t � . , - , I I I t, , � - -- . III \ I � __ ��::�=_'I_-_----__ � 11 �I I I ti�" ""' . I - .. ' It'r . , " ,� , � � �.....................- ,L_ -- -u-" '' , 1'�, ,\ ;/, I I_-, , � . . I � ::: ! : � r � ,, 1'1�,;. ,I , r ��..,_, . , 1, , �r , r /��/ �, .� I r"r - � , , '_ ,ri"' :� I I . . 1� , �, - 1, -- .,;t.., I ,__ , ,t?,%I;l, - -",.' , "r.. 'I', .� r, I M z � I : : : I I ,, ,1, 11: ... , � N , --,, -,-� ", -- ., ::----- I r . - ,, - , , -I �- Z--.r----r---------- ---------- . ., �, , I " ` ""t"'.'""r'r 11 ,�� - � . ; I'll ,- - :- _ - �; I I -�-, ," ," .r I../,,,, '1-,.,,':r' 11 '.11", .1 � � I . - - ' �- � ...- I I 11 i:i 1� , �� t;� ..I . I I I ". / \ 1- ,�, ", "t".,",. I - � , rt, .. �, I ��. - "I ' t, r,r I, 1,\ \ I ,,,/..11"�, � 1, 11, ,'_r".'-, Z I 0 , i . �� r I , r , _ .pr - ,�-, , - , _ , I,rltr , I \ �, , . . , .,. '. 0 � .,"1, -io � 1\ _ , " '.".,� 'ti, '.1 r "," - - : I I . . : : �t , �, ., ,."I, .. I " It , � __'�I- � ,", ; , .1 it, , , I I i .: �: : I , ' % >\, ,\ -- --I-,,"/.. , _. I , I", � r,'.',. � - �� i �� t�! ____._ 11�1 , '' , k 1,11 ,I , --. ,,-� . _ ,,.-I".- ,"' � � . , I ,., \ \ " I - '' - , . I , , I : - 11-t I �- � %I I " �., ,, �__ - , � . ......'r'.," . . , . , I � I ,- \�, , _, � �, t, ;% z:� : i ; I %, , ' ' _ �' ,� I.."�, - - ,,,, - - _ " ," �, � ,�, _ �,_., t . . � , . �� '____ �t, ' 'I r \ �" 'r, I I I , . "" , - ;,.,I , , ' �6, 1 , ., � I I - , , - � � . � , ,� 0 .. .1 : : . ,.r� I I ,�r . , I" � ", _ I , _ � :...;;" I ', I r r, r,_, -_ _lit,,� ,, � " /_ �� I.,- I X, . ,� "I " , " V__ , � , r ,rr,/ � " .,, ,... v . ie�i , � . I .1 , , ,, -- , ," , / I. ,1.1,"','.r I , � 1- , I I .," ;' ,,I , � . , I "t _ I-1, r ' r I ., I V , :"�,_ ; � I : : - '\ ... -,r ,"- I "I 1�%c,,� , "r �I ,� ; . I .. I �,' "I � %, , ,, , t, it i ,� "'\ " re I , '11-1 :tI1 , . � , 1�, "., I � .it"" , . I r _� I , , 9 . - % . I ! �� .: I �' r - .. . � , I I ,. �Ir�' - ,. , , ." ,r ,� , 11 I. ." j, . . , , , ,� , � �,I I I � � I ",". , .- - I t, i t: t : / � r �, , '. : �� t t 1 . : I r',", , I , ,\ I 1, '. I \ I", 1 ",.�, ., "k:�: , I I . . *1 11 -I.I -� -," t.l.:;t; ;" r. ', ,I� : - . �, , , " I r I , , x,,, 1_ ,r tA . : : I I , �. I;r ? � .� ,--,,. .", \ �, � � ,,,_.,.,, . . , _ . ," �I,, , I , �� , ". , '. ..'..I __ , �, " . , I './ � , : , 1\ , I it"' I .I 1� . 11 . � .i : I , ,�, ,\ ", k �� " I �� ", ,,, __ .. 1,l ----,-. �,,� ��: r I 0 , , , I ��6....� ! I I , �, � ;,`/.-, " �p I � I . .I I It i ;l , .-�1,\ . , , , 1, '111, I - 1. �' ltmt� I/11 * ..//�::� '. r" ,-,:t,:.., * � ,r'� "I, ,.I "'i- :"- , I r "�' ,"r I . I --- , 0 1 : i__ ; r , , _;I- . �: �, ,I. r . � , ��r't'":" -I.. ..�" , �. I r,rr � . . : ; . 11,11 , " I I, , I I � , ,, ,� " " I I I - 11 ;,--t--- , I. I I I -1 ,1�" I ,,,�r III, 1.1. I ., , - �� -, � . Ir� � , , I , I. I -- . � �;;` ' I ,r , ',�r . " �_:__:.�� .� .......... . �.......I.....r.....-...: � r ,I'.1 - \, , . % ' I I , � , I .. ,N . - � � ,".I -, �, 'r ;1 I � ,� " � - i. -............�...�_�i� i� :: � i . ,-,�,, ��v , �� , ",I � � I '_ , w . ,I r.r �. __k ,.;. ",;!'" , �I r� ," , , 1, ", , 1. M � E . �i; t ,I ,� , ,\ , , ,..,.�,,�:" \1 .1 "f I I. ,-I I � I �, e o ' , ,.,., , , : �. _1 � : . m , , �".",*,'- �� ,,, /;,"/ , � , , I ,. . r"'... '. ,-mt� .I . , I� 11.,._'2 % 4 ....�...... ................- :�=,n,i;n...."'.��--li : . �:: " , 1�_, r. , , "', , �� . �, �, ,,,-,,, - , , - � .1 " \ , , "I r I I , ,, �,�. � I I ,_ . ,�',I 1� ,fil" , , ..�.....�.......I.............�....�....�.................� ;, %. :%�.,.-ttt'�.,�:,.....�':�.��.�?, ,, I 1. , �,�,, � , ./, , , � ,,I'll, ,",,,"I�, .: �.� I., ... . ,�� i ...". ;� . .�' I,��, I I� Z�\ '_ - r, .�: _ " , '�, i" . - � , , - � �1' I I/ ,, , ,, .1 �%, - ;:1 r' r, ,� -� ,% l ,r I ,� � �,,, .- I " -� I I � r- . I m I I I I I I ...... � ,� . ,.,_-,,\, , \1 ,--'11 , I N l I , Y. , , �;; .1.I" 1 I ,I, - , . , ... . � � ':� ,_� I , �� . t, "t;, ., 'r I � k_1 - ,/" ,, ��....�........ _I _1 ,,�- � � I I. , .,� r//tr .. I I., iI:�'._ � . r . ,,, 11. . 1 t t � i I . , � , , k , Y/ I *�- , '��L, ', I �," , tm.� �., I I'll �' , I " 11 �I� .�, , � , � �. _. I. - "I j , , ..z. I , 1� �' \ , � I I L ., i -. : 0 . �- . � I ,ok�, � % � , .� 11. .11 I � � .. . . 1. , ",I I ,- ,� �, ," � i I. . . 11 - , 1, ,., "I., , , ., , , I I ",, . 'I , I I I, , 1� -, ,Q�l '. . . oill i, �,% - : ... - � M I : . � .. I r t .1- , � � I 11. I ; , _ � " - 4'� �"',.!11 I ,�. '.lzzzI� � . `:-t�,. �,r',' r' "I I I \ , ,>r", \1 ,, , , , I , ��............I...I...... : .-,-- , " 1, __ , L ' - . AI, 1.1-Int'. I I . �.1 . ::. . - .�. 'I,,I "I I , � �, , , ,r . , �, I " "�, "I " t. - I .1 . Uj . . ; _ .,p r - I I �`;��t, - I I I * I i - q �`� ".:; - --.... .- : - - r' -,� � , � "III I . ��, I , . . : - �� ,�, �\ �',, ,,�,.,. ;r'r , , , .i" / "i" I 'l-, I , , _: � ,� 1,:_,----,: - �- � � � , ,,�t' "r � � � ,- , ', �_Z.. , ''I " :�, a ...I � .- - - , . _r :r .I I-I ..--,: "i, - \ , Ir�rk" . 1, , -, " 11. _. ;:,.;"",t., ..:, : . " ', , I ,"/ . "I . %I� , 1��, " - 11: I . I p . "", q 1. I r .. . , I �,:, . \� I . � 1, I� -, . .I " � .._ I 1, 1, . . /, . , I - .:.:,,, ',',,, ,� .,!.- - : , - __ / , � �,",'. ", ' ' ", I ,,,, ., I ,I � r 1 - I.... I---.-"-r--.. , I -, ttt_� , -" ,\, , I I\ I , /�ril I I I - :I I 11 \ \',�1, , - I - , i - --- __ , , -, \ I , \ �, � . �, '_�'. � .. , I 1, � ., 1 .. �_ 11 . : I -- _, - �, � " I I ; . ;. r .'r.. I N� r l, , �I ,", I I llt I - - - : 0 ! : 'r " . t." ;..�:; ,�', . . r , ,�,'�- I \, ," I , ., , - -- . I r .I , I .11.I . 1: �_ . .. .1 c I,e . �1� I , � , - �.... ... - I 'r- 1, I I I .. ',. r \ ,',,,,,., r . -,-: -� . - 11 . "tt" , ., - , ;;_1 .. rr�, 1, I , , 0 ,i i . I . ...r------d.� . m ' �,"'/r�, .' . ,.n1,,_i,,_,;�,,,r_ I—, r � I\ ,,, ,"_,,,,",r I I I , ,, .r' . - . I. 1,. � � 1. \ , r 1, 1.' , . " , t I " -_:-:,:,-:: I. - . I � . � 1, , , :,�t�;, ', ; �r /, -\ , '-, - � %",�t, --:.. a . - ,.�, , I � , I r :i . I'll I N \ , ,. , , ,-" - '' tL i , : . < % � �t� �i L, ----. --- -.- __ . - .r , , II., ,t�,,., "I,'.,. ", � ,._,_4� " _1 i iii , ,� �'..� - 1, 1 _:i��=7�t:!� ttet..neiitf�� ,e� -It"', , - � � � !� . : -"_'_t, � -, ,. 11;� - I ,:, ,", , , .: \ I- I� r It',r., ,."/ , �,I_t;.- " . o �- . , , , r' . 0 � . II : :__" - " I I "" / 'c' . , , ",l, ��,�7 � � -�,�, � , ,,,, ,, "t, � " � ; �:t . e . � I 1." ,", " .I I �1 I 1, ��- I % ;,, ," , , - � � _ I � ,. I r' "I- , : __ , r,, r "'% , �, I ,I ., � ...... -. I , - � -,- . . zt� , � . . � : - I .�� I r . . . � I", ".. � I . � I� , , ,, . 'll, ','.. tZ ., , _ : 1.1�, I' , I , � , 1.11 " \" :.- : : - ; .� I I I , . .,I ",- , .I;� ,�,,r , ' , l� r , 1, ',.r - , . ,I %� 4, � � ,, , \ �t . z I : I �11: . 'r I � I " , " . 4 � 1. ; ",� r I I ,\./ ,� ,Z, ,,_r' "_' i " I* ", ;I . - "I � -. ��, E . .ll,� r r , � t I i 1 � i I �,� � I � ,, �', , , �, , ��, '. ,� I " '� .,r - , . L - ,,.,Ii.r ' rot r � I N �, - I 0 � . , , ;, , - ; , , t ; I i ; i; . I , \I, *1,, ,,,-" I 'p� ./,,.r' _,�,,�-"., �Zt�, 1, I - ' r... r,� I :� :�t��t;,it, ""� .r Ir \\ I � t,',- , �, %,, " , � ,"r ...1 : I I:� .. .,,;;-- ,,,, I I �� \ . . _ I ,",-"". �. ; I /,r I ,",\ '\\ -- I I it, : . . I 0 � :�: �t I I � I r - I I I I 1, '� . , - �� , " , , ,� ,- ,t, -, "--,"-- t, -- �� z�, ' /r - ,K ,,,,, ,,, I, 1, , t �� i� ��t -- ; '1�1 , r, 'L\ �� 1, , , ,\ :._r.,r - - .. X , , , I 1 �j ��" ... _:_ .:, ., , , , , '�, \I "�,��% , � 2 ., , I , , - t t� �;� : 11 I;-- , I , I � ,� I ,, 11 tttzltttz:,�� - '. ,;�,;�,� .r ,1 � � 1. 'I, I I �:::,,�-11 .-, � � \ ,. �'"'r, � 1, , /� ",., �. I � I 1'.Iii,� 1-:1 - . I.; " .\ ",*'.",- , .� ,%, .r ,"r�. "�11 , , . , , . ....I'. . . ; �� \ ,,'' , ,�, �, '�:!. .;I . /I I \,\ ,'. It , %t 1. �r I I I :- � � � " `-- - t-; . , � '. I ., �I �1' 1,121, - .. ,� � ,1, , �,�� - , m. , ,I... _ , � .�* - 6,I�� I 1� : I ; �i� !I � 1; t 1 7, 1: I I" 11; M I ��i - " , , ,,, ., �, � . - -:1, . ---� , ,`:�t� I .., \ 'I, "I - i I I � .r i � i.___....�..:_........ I 1, , '�t, '' - "I ..I - � ��, � , 11.1. .,"! . -, - I,., I'.r, I t . I .r . -� - I I� I , ,�1,".. `" "I ., 'r.,. --�___tf.,_ 11- , __, ;�. . � i;l,.,r.,.. , I I ,"r � " ,., 1 I I I � , tl� I . I � - -- `= -11_n___ 1:i�%Ymt�t t�� . I.. .... '_-,�'. ,�, , '\, ., ,� , , ,.1-4f.7 . I/ 1, .1 . I � - - , 1� , , �, `ttz��. ,�, o/ \,,, i� . . I . : -............ t'' , " ,�, "I \ , '. , '. , , .I, I 11�11 I�11 I - I .1\ \ \I N,1,1, � �.11 . � � ,r... r� I � I I I . .", " " , -.1 � 9 � . - , . ' �_�� : �, t�, � I . . , ' __ - . , ..r. - � I", I \" \''r ,I ,� ", \>1 I,I , ,b 1/1 �," ;.,-- , -,.� t�, .1,, .., 1.� , 1,. � , 0 , ..........1.��,� ; . ;I ::: I I - '. .I , "" . . I ,:l� � - I-*�1, : � � , 0 1 1 .�.......-... I � , ,r '� , �, ,,f�, 11 .�;j"" . , , �.11 ,.1,;. . "', ,. ��_.,r , X `,",� 11 3 il ; . -11 IN ,": Al ,., , . ,.. , / . . , �i 1 1 . � � �r: r rr , I 'i . I� �- I � � I, , r - -, rr I� ,. I\ s � ,-L", "", M " I . — - :��i�, ,itw - ;:�:N::: `1111_;1, , , . .. .. ._- ,/ I 1�1 I . , ;� - �__�7____��..r�...��m : tl �� _� ,I%, . _,� � I,I , .,1- _ �.. __ _ J, .. � to, I� .., ," . ',, ,.,., - I r <<; < : :: :�,:::::::::::::::r:::::. I� IZ . , ,,� ," I 1. , .,,, ,,�.,� � \ ��' ,, M < �.' .'.'.'.' I ,, , ..1 I ,,-, � � , . .� - .. � .i'l ',�,1. .,1, .� , . , , - r"',;t, -I...� "-i� ,��, I . � � . . I -,' , I : : � I � . - .. -�,",.. I I, I, , . - ,� M. .:: -�::�,�_ I . � . :I ��, ---�------- t . i� . � 1,� , \ ,,, ,,,'�, 1, , 'i j ., I, � ,',t-� _ _� 1- ,,,- , , 11.- 1. A \ , , . -" ,, �,� : i p� : . I M - ----- .;..........:::::::::::::::::::::;::i : :� I �, ,\ , I J11 , ",� � !, �' - t ; . � I . . It; I., 1., " I ,� ', ,� .. . . � . . I I I . , . -It, '.I " , /,/ " ,, ,,,, 11 ..,r . � I . : ,I,r,, I .I � �, ,'_L� .I . I; . , V-1,,�... :m , 11, "r :��'_,:,.�",r�,",,,;",,,` I :.;I I � \ ,,, " I '':`*"`;_ %l" ' I %� . i i r � � � . r;. " _. "I � - ' \\ '' "--'-.r , , � I ' : �11 , , I ' . k. -1-11 � . : I I . . ... . - : f� : ;: . . � ,. k , . � I I r,, � , ,," , ,',',* ,r., il , , -, �; : ;t I:; , r ," ,_��: �t � i� j�.:.............-. - � -�. M � :: I � :11 "I I I , , _ * ji l � , I I,., . , , ,. ,��%t _ittt : , : q : � , : "�...,� lil"ti � ., "t" , .:,'.� � .1 I , , I I 11 - I , , . , ,;r,,,,, , ;t I , � ,t, _ .'r "` I ' �'�, , - I I .�___ I _;le, , ,I I I'-. ,r,I 1. I , , ; �.I, , - , , ,. .I ."Ir , , ,,",�, 4 *1 l� "I :.:r' , . . .1 � � ::: i! -.1.1-1-1._; -, I -,I 11 ,�1,1. % I I �, ',-,'tr�',;I I - - , -- - - -- ,�, _. . c�,I-t I..,.,,,,, . r 1, , . , "'<� . 11 . - ____ -: 0. r r I I .: ! t :: 1 ::: I�r', . _... I i ,\ � : ' I I,.1.1�. I �, -I.��1-11 ..: , /Il". , ,, I - I -:- � z ,��r ,1� �:. ; : 1 � I ,�� 1, �I, ,. ,. �, "t...I" . ,��,�I �'�r I ,r - , I r tt : :I, � t � ,I 1,1, ' , �.". I --__I ", r, , - kz .1 �I . r ,, , __. I I , r r , , I ,I , Z - � - �� , I I � - , - -1, -_ 11 .Ir - . I I I, I I ,� ' . . ___� _ I�111W'�I I I 11.:: ; I : �!!�;� .11 11 - ,_, .r,,� -I; .I.- , ,�,_ I ,, ,r' I I *"t i� .,, ::, _-, . r .. -_ .r I . : . � � I "I I , " � - __ -� �.. � . ,��v�-, I - �� .r - -._* : : �: : :�,� .... _ ____ . . 0 . ::� i� � �� i ; , ,, ,�:i%., -%%�:�tttt,;� ,, - .. Ii , It .. . I 'i" I " '.� I I �, m ,,,,I,, tr �..� ": ..'.--, - : :: -� . � :1 ,� .. � , -11, . - - ,,>' : .. � I ,r ' I I 1, . ,\ r/r I I� , .,� , , , 1- __t�, .: ,� I .* I I I r' , - : :�::::::::::::::::::::::: : .f , �I ,� r � . ,.e � I, I � � . I -I I , ? I.; -��- - - -ii- - - - ., r I " 1 �� 1:1.1, . . 1, . .. � . - 0 �: .- M ,.1,�,:, "I-- -. ,r I . ,:�', , '' \ 1, " ;:,_- 1. , 1, �, ,"e'l ", . , � , .� ; )t t ,. ,.� . .�. ., . - -,�,� I I ,\ ,'�'-''-".",� ,� //" ,,,,, ,�,, " .', I, . - - -- - , , .: , � . �. -1 I ; r � .:...- I �,�.r. �, '. I I�, I , I . ., I I " 1, � I, , ,.".� rt� ; " , - - _�'", I , r I ,I 11 ,I . . . . ,1 $ : :: t i . �: . . I - ,� I . ]� : . :: : � , I :f: �� : �� :�; � ,� / ,�--I 1.�1: I�: . 1 -,�,',` , ,� �� , I . I - 1 ,"..,- __. ,, - I I-_ .; , '� ,, , , : t . t ..I I: \' �, ;It l , -, , I 1.- ,r""'� ,. , r : . : �c ;� : I : rr rr I ,.'. � A \� ":.��,,,, ��, , -" 1, ,. .. , � .: , - -�I " . ., , 1�, 4'I ' \ . � I �.� , .1 I I ,, ,� 'r' , ., , �, - ;.:,,. �t r,,r,r," .. \., I . �, ,,, ,� , I-1 I I:: I� .-,I .- .. I I t I � : r �� i i��, ,�I I I 1%'., I - ,,' r l "i __,,'" /;,.: I I : ,�z:��,�- kl:_- __ _... , ; ��t ,\ 1_.�4/ r" �, ,�, 1 t a . :: .I . . � ," ,I 1. r, I , �t_ � ,�', ,- , ;'/ I ::: i � I! � �; �.": � t I/r",I ,� -,, -\�\ , ,�,,,;�,�,�, I Ir ,,I ,,,r ; ,'I :1 .2"."I ,w , - - , , ,�, . : I t r . , .1 � I� 1, r,,.r;,r , .�"�.. .,, . - .1. ----- ., ---- --� _ ,!... � .r I" '. l :, I � d ,.,I I � I'll . I I I .I_: : � : �"; I: ; �I .�t j � : r � I . :�i i i -;`� ,\` _� `��!' � ?�, ",_�,;*"'i,_-*---- ; !. ' I tt,�� .. . __%; , �, - - -I I I I,1 , I", : : �: I 0 00 >. I r . - I , . , . .�-1.1- I 1�\ I 1\ \I I I/ - � . _ r , , � � 0 �I I f ; � �:: .. .. . - !'; ' ,,, :: 1, - � ,11 r � ---- " ,.-/,r".� . r�� r' .m � I . .f r ,z � : I : ::- . . i, I I '_;i,ti� , -In , ,_ ..,.r,, 11 .1 �",, 111. ", I . � . .. r : :: :--I . I , � 1,'L' I - _, I ,� - " .; . , " ,..r �l , , %L"' . . - .I A :,: ; ,r . ��:.:\... . : .11 ;:t ,, , , ' " \ �,'i , J - �'- r�' ..,. - _�.___ :ii%,, I._ ---�-.�, , I , I_ ,1 r. ,, ., I 11 .. I _: r . ,: �; �. ," :; �, 'r , I //`1 � -, I- - -i-,_ _, __ ' I I I 11 I - .I � I :. , t , _', 'r �ii i , I"I`-�tl%I 'v\ I ,; --;- -1- ,;I-,. .;r, , I i7l , ,/ .1 , � ' , , , �: : � r r ,� � \ , � , ./'�r� .;' , . i� 0 .,,� ......,.....r...........r.........�;; �:, . �Iti_j-�Ii�,---� -%,-,- I " I.z : , . I I I , ,�r �;� It . ,, , ",r ,4 �,I,5�� 1 .. �.. .I "; . . ...... ............. _�� " I �� , I I,\ ' ;, ' - .� -:. - - I _ _ _ �� 11 . i 4 t t - M ------------------- 1111...____rt "I r ..I.; I ,'r',", , I I 11�� , ;,;r� 1,I " - ,_ r' ; I/"I/,/ ,. . 'I, , - . ,� . .. 0) 0 r , - . .. , : I.- :�-. . . 1. . . - . .r,,r ,, " 1, .,. r � I .� � ........................... .... r t11 I 11,�I, � \ �\ ,,,,,, �,",�, 4�,,, ,,, , _-, .1-1 , , 7� .;".j , -r I , \ I I _,r'-_. _ . � 0) I -..1...........: ;111-1 I I'll""'------I-"I ,. � .I I", . I::," ... -, ':, I _� �____ - 1�, -, � '. �I -- _ �� . . 1� . �,.� ::: t ,- - _::::i,'r' . ;�....r............��-.....11 I � , /r,, - -,:-�"",I , . , I., ,. I , . ,.� I , , I I , I "I, '. A I _. _ - , M ��; �� . : M _.:ff1..�..__.:::::�::: - ,:=, /�" r .� "k , � I .." . _ - .11itt�� ...........I I r, 1, � 1 - , .. .I � ' -- tttt,' __ _ : p � :;:;� r . , , . ' ;::- 11- I ..- 1 , - �. " I , :� ��,I,Ir� I �� ..: ;: , � I, , �, ,"'I,r - , .I 1 - -- . 'r // _��- �� - ,_: ,_ . i� , ; I � I I ;;:::; , . � ,i f", J ;,I-� " I I , .-__ - , ' , � � '_ .I . . '�"` . I I I I , ,, r _rr�� . ..,_.r:___ t � I'll I...�.......-�. . .r.. I�11 . -�, . lt6itoit%ziz. .-1 l, , .: " . `- 't % �i � - ,,r . , ,\ ,,, . . r , .I :: ; '' I\ r "'�� . I ... .�.., , .....-, ' ,,,,, _, , J::�� ............:::.::::::::::r::::::::::: �11 I \ " , . , ,,t , ': U,Il� " ' `; , �1. ztL�'. , . : q ,� .� I , ; 'tii�`�:;l . �__ __ ,__ , I ; I ' r ........ . _ _ ...... r _ ' I __ . :�I �! : �", ; I I I I I , , -; ,_", .�- 11.- .,_ , . I '.1 il� .. I- . ,�:,:, � :.: li � il -,�: i 1.- : . t I t;: ",-"r , , r.I I - " I �'i,�;A', , I ,�". :" _ : " a t 0 : ' -. Ir :; ;I: r'�. 1,1�L , / : I, .," cc . . i� , '' I"',� ,,r' �� \, ,, I/,I -'�-J,C,' _ _titiZ -1:11 . ---� t I 1.�1. Ill i � I I,r ,,�,� I::::; , .r, , I I, � \ 1\ I I' ,, .q.�,� . I___ _ , �,._, I.,r.. .., _1'1_'1:, - _ . '� . ,, , � ,,, I I I -r f!��" - ' d �. �: � �,� _,_"_ � -. T < r/,.," /�,I 'j��; _, I. . .. � ,-,� ,i, �� _rr� r I� . : ,. , .:t: I I ' , :,:j�� ; ;,�' _ %, , I ',I,� I . ,"_ , � :-. . .. % ........-........�..................... f r I ..;p . I , I -,,� .\ I . . �.J. _""I"I'll......r...111,...... . .. ::: 'r'r' ,, r :!:: ' ,�" .. .4'.r; ,, - ,; , ,,* 1�.,,,;,,,r I ,, , %, ;.. � %% �I-::--- ::-�::-a::::::::�..� ": : : --- . I I . I . ,,, �, � �. , I I ..::�:�. l .1. . I ;: 1;: 11 � ; I �I �;___,.-.......-...I.... �. !I . 1: r r .,.,,r I -- - I � � , r"��rr I ,� ""LL %% �,�� *:::::::::�:: . . I. I - 0 c 0 . , r I�.. �, I _ ''' ,� " . � ,=- ---------." �i ,,,t � I � r :,z ' l,," I,,/Ir ,,r,_,, , , 11, I I�� I ",�� ' 'r "r , \ q .....�;.. I :� : . . I - 2 . - .. � ,, -�- ,:* -- r III; , � �_� � . . :�. ----------. I I . 1 r ��; , � - , ,,_ , I . � I , : . r �, �, ,,,,, � . � -�;�, ,�., ,I;I m ,---- ----. :: .: : ,�i I; , . , I . . � ,I . : . : I I . .. . I .�, �. :.: i: % . . ::: -- ,, , ,�I,�� I ;�,_ __ I,; ,A* " ,, I,. - .1 I ',I�1, ',r I� I% 11 " _, . r �', � : j : : . . - M � I , �; /'�'r \ : , ,-�_ ,'.1 I ;I, ,, . :, �, � I r .; i� �2:, � I . ,\ .�,\_ r-'r,'... � ..,, � I"I _ '. ., _%_ I . ----I"--r-- - -i � I , '� "'.'- `� .',.., , M r , , : J , , ,� . ' '� 'r\ "�\ �' , - � .. . -� - -I�, , , co .T � � ,; 11 ,; 0! 4 : � � ,, , -� I ��,:,r 11 U 1� , _ 1�, . :�� - '\ ,"I�ti'rr , ,I .I . . .t. � �� :�, � .. %- �,- - I , -; ., tz I., , I -- , , t% m t :: : . I . , I . :;: z� : : z, " 17:. 11 I ., . IvI , ,,, :i� �,� : r :1 . I . . � ?��: - "�, `_;�1� f - \ % . r :1 p I . I � r �r,, . , . .I . � � I I I w�: i, i, -, r ; . I t�. ii ;,, I - t - . - .. , ,", , I I , .. /I __ . � ,I, , -:�. --- __, � . . 'I : ;7 t I . M i �i i,,� �- _ , ..,_:, ,,\ .",.,.,,�i h"; :r, �," �, ,-?,. -,:.,.-.- -_ ��':��' L .i � :t , �, I , � , ,, . :, , % �� L,�,,�,,�- ----------�----------------- -,�-.,-,-----.:. .t :_.:, -,--..,- _,,�, I , \ *1., \I,, I , .1", __I �_ ", , -`."'.'�'�, ��;'e"..". /."; ,I;. 1: - - " �" - ., .1 �i , .. . . , , . . ,_ , .� . , �, ,� q �_ , � , r ,� - 1. r , -, - "�, I,'�,�'r �, I., ; � . r . . � r .;1 ! 11..�.., , :I,�,,�I,I- ----� , ,�-,, �, � ��,�� ,;'.�.- %�i 2 '�-.--.-.,-.--.-%..-,. . - �, . .,, j ;, "�, - : � i� I�� - � - .:- --.-.. I ?I '/ �':;. - ; .. .,r J�,;' .;r . ,.e I I 1. ., I ., " 'r � - ,�� . , . � , ,.. . � , I, 11,�tt, I" I � ,,,<,� .;. "i -A �% . 11 .r t i� � - ; . r . I I I .. ; I - ,, .. - -, .. , �' ' :I ! : '. r I . I =7-'�,. ,.,.-,..�......Z ____�.��I��,, - _�_� :: : I. , � �i ��! f� �: I t. t L�.......I..........----..-r.." - ,F,�,�._��:__�__�:::_ , :�:��::�....�::_ . : ,-,:�,�-,--, : " , ,� ,�,I,_ I . , J,- r I �. , � -�, � �, I l " " �, .rr ' - I I .�� ; I I .. ; �'N I I I � ��,I;�;� " ,�, :1: -Id , � . . _ � . ______r_____I :_t;:zt:,Y::- r �,,,�.,,,- , ,,�, � , I � !�1,. " _ ,1, , I I .� . I I I t� .�,-, !, :1- �;/.," '! � , I _itk_:z:t I, - -� . I, - ; , . 11", . I.. �,,,,r� , , -`?�- �� i , - � ,zr� , ---------------I_ __ -----...�...___ it i ;f",, I\ I� � .� I, . p p ... , 1� . , ,..11,, � " , , , < r I. � I r ' I . ., - I ��. 1, .,', " , .. I � � - .....�:...r....:... - ; I .. I � - I;,1, �, , , \ I � ,,,,,- 't - .�I : �� !� ; I I . I � �j ; :; t 11 : i�, .-I 11-,I �t� .,,. ... r ; . . , �, �,, I �,�, , , \. , I � I �,I .,I�� :�t -Z I , it:�ft�..� N I '-�-;-,r�, , �: ��, "� , ,� �, , " ,:4tf , ". � , ,� 1 . , "I It, 9 ..1...........I......�� i I \, I . I I ,, " I : ��: �; ,..I , ��'. - �-" , , , ,%, \ , It i �l :.i z 1: q :i ....� -......... , I�_, .I j It ,� ;!�':<? :.r ,�,.:..� .. "",��,,,, I ,, I . - -- �� I � � , � . r I , t 5 1 I,�, ". I � , I : . I r : a. - , , - ..� ,,� r � 2, I I,�. ,,, � q I -� M co I I t� 11 : _. , , �, . .�,,,, , - _.;,�...f ' ��, I.,. . tr' � ; j� :� r,.� :r ... t � 0 �: .:. :� ,,, . . �� " \ ,i-,, - 'r. �- . .I . ., -�'I, �, ,,.'r I I i :' --I........r......I...- I I : r ; .. i�,i� r , % I, �� . ',f �.,.. r��t,;," , ; .." . _r� . , I I -", �\, - : : . 1; _______.1__,. I � I I�� I _ _�,.,_rtt, , __ , 'i, �,, . , . - , ;//,;- I I I I � ��', ,._.,: -."i i , � -\I , , l \, �,, t ,I , 1, .", . .....V:::::::A 1; . : it ..-_ , , , . �.. I \ �, ,,, .,-,,'.�S, . 111 I .. . . I i ,I.; ��,_, .I ...- -; i ,\ , ,� � " - \\ ,, 'r�:' t" I _ ... ; ...............b..............::::::.�'I t� :� �' �r�, - ---�� I- - -- r�� ' I . I " ,','.'rt,�'" _ � _ �111111 I I 11111111-1 I--------�-t , z;!.,� , -,--- � I I I %, . r'-,_ _ I .," � ,, I ." \ .1.1 _"�� . , __ ,� � 'I, I , 1� /�t,;". .. I I \"'�,,�'- '.�_-: " 'r-'' . � � ...�....- .�:: �: : .��..�'::::::::�.::::;:;::::::::f�:n.:::..;::;;��-: � ..- M . � ..... t,, * , :� i t t, ,�, ,,r :: �- " , , " .. . ! , ;"" ,, I -. : " - I' �� :i �w i ��-t-........ � .I �: �t , :: I � . .�..............�...�r� I -- ��i �, �II, _ : - .-- '' � . . , . I:; ' � I , - . " ,� ;,;,,.'..r ' I . ,- ---____ -...0 -< �_ . ,r , . " " �� ,�,:::-:::�::--::, : 1. - ,-....a.�.....�. I. I. : . `i . . :� I :. �� .., ..��i i i I, I.. .I �' . I �;,i':: t , . .�� .. I r .. _ � 'kr��, _Ir, IQ, I. �_ �I,, � , ,r",.,� I , - ,,I:,]ti/;�',., N " "I'i,'� _' .,,, i __::�, ,, 1�'� . �l� ��;,,� 1,:, 11:1 .r I, .I;.. _ --�,',� , I . , , �_�, ' II . - 11 . . ,:, I ..I r I. �_ ..�- "',_ , � �r � ;� ; I I N - -r.,. ,��.';; " ": ,�, ,�, . \ I'll I:,r _..�, � . j �,'�, :�- i I: : �� I .:. X,, ,:!" ,,,�, ,-, :�,�-7",- -. __ I . .,r/I , ,, . �, . 1.___... .................I....i: :1 :�::::::::::::::::::::::::::::::]:� . .. W — . I � � �� 1`� I r/ , .... � .I 1 ,4/,', , . � � � , , r I : - ; . . . I . M .. . , ..I . I,/1, , . , , k .,,� I �"- . q I z �-; , � - �I r . . ,,' � : � �: ��1:�:: �;: I I .I , , t-�-,,,��,�i i i;1 -1:": -.._. I I I, p- ". ,�.,,. � ",r.,/,,, r,, 1.1,I �". �,�, ,,I ., ,, I , --:::,-::�_::::::IIll:;� ii : -,� �,� . .: .p�:: I z Q . � "! I :I I : :��I:1 s.i"... ,�, I ��.. re � t�� ; . 1, �L I" I ."..r', � . I �. ,� ',�,, -, I A r-� : I I ,: � �::� i it e: . - i � I - .: ., . ,� I e � ; ." r,' , " I I .I— ..I -- : ji im � , . M . 'It, '. I,��\ -----. - - I - I .1 11 � � � : . : , ; � % - i I� �: : ��:I ,�� .1 ��: ,: ; I �� ::: ..it t: ��,� � _.. � --�, .t.? �_, .I ".�z� .i;I r , � � � . . z : i ��, .-,� . \\.. m ..�. I.. -� I � � I. � - . .. __� � :I' ::r � � , . . . i . � I :: � t '�t , � ----�_,_ , , ,, j.:,: Ill- � ,'N" ".r/.',_r�" ""tm� ", .,. . 1� .\ , * ; I ' ._ ':�__-___-_�_-'-r �- -1:. c � �: . I I 2 cc < . i;�.: il : 11� I I � q ,, :: � k. �. I 1 I,�/ I ,:" ,I;�, .,.. �,-.2 --. �';,'c�� , ,,,, I t," L '' ; ;I 0 . ! :I : 1 :.:, I� � .��';,� I, . � 11, - - I-if� "�, , -I I.., - �, I �, ,I 'i�� , -L '% :t� �� I I �� E: i ; . 0 �� : : :: �I ::: I �� tt,: ,, �, �� /I I A? , _� �,; In, , " . ,.��,, I ; ;' � I I t ir :� �i�i!!! �L .I .I ,o .I. -,.-.��.�: � j i' -_1tif:_ - -- , ,.; I I �� ,"�% I I . . . I I; :�:. � , ::I .. . I I - "'-- - , " I ,,, � _ ��, � ,'� r,.i ',�,__1_1_1_---� -- r . I -. I � .. : I: I � . -� . .I � : i 1 1 :: r,! . . r . . . .- I : �� . , I � I I:: : , ., I., t:�t��ltlt, ---,--, -I ,,; 1- �, ,r,,.r I ,,, ,, I . --,,,� .- _T, i il :i! . � - �I �I . % - N "r' I;r' " , :�I ,, . i ii �� t: � � ::.I ,,, I � -I . �1,1�,- I -I . � ; . tr t I - - .. I �� t�; I I I . , ..:: : � I � 1. I�'.1 � I - I I �* -____. .-I-, .�� , -� ., �',-.�: ,�I;"I I�I .. '.A ,�, � I,, I,�"tt, - 111� , - I r I . : :: t q �� ' I r I .. 1. , , � ,, ,,I m . 0 . 0 0 0 � �� L ij I: : � I::::, �::��:,:� .r,., � . .�,, � ��,__., :I; t ,� ., � ,_ , . I I , ,< r r , , . � " .I I� ; . I I .. I -�� . ,;.: , ' � - I .,", ,, �, - ,� . � : : . I:: I: q : � - 0 � . .:: �� : i , I I '-r,,�''"�� ,Z�' �' . , - I "�,- , I ,� I i . �,,�I, � --I� . I � I :,:: I I::t�1 . . " ��: - "-%%-ti, -,,-�, �",,; . I I I�!r ,11�, ,, �,,-�,r,,� r , �, I i : � .:: �� ,, �: I I �I , , _ "I : �",;,, , . I�, , , . III,I � ,�r I� . I I �.� ,k ,., _ , - I t i �I i�� : a , I I I� I . .��1, _ �_ \ : :�: I .:,:I : ,�% I,r',� ��:� I �. � � 11 I , �, I . .. . . . LL z ; ,". . . . �� ,, . " � �_ ,-__ 1 , � I , I.- ,r , , / I 1',I_,r I, % �, t", -'i i ; � I� : . . . :t I, ; . ,�t �; ",r �� ,__, t�- " � � , ,�*,* -, . ;: � :: : : . .. i: :I ., ,. : !. . ,- "I" I, "'��_ �_, " � . , �.� �;t I,/: ,� ,I",", ,� i _ - , �::_�-:��' � 1. - 0 i ! :i i__...-�...I....I......- : III .� �, Ic, :: : � i.. �. �- ., i, . f,� � .1% ),I, : j, ;i I�;�%- ,It, , I I .1 ; I- - � � � ,;i f ,I� , , - " . , �, ,� , r .: � :. � . ,: ; _, � _ _ ..1........1.. - , tI . ,� ! " , - , , . � . I.I 11. I I- , ,� , ,I l" t" . � - .i .: z: 11- ` - � :: � :::t . , I __Nli- I I, ,-�,, ,��",,.- .I. ,;, ,%11 '.. - % :,. I - . ; . : , . I �27_-.I.............t....__-2- - ,", : �. ,� . ,, . .I'.I�I%� - . - � - I I % ,,\ , I.i . . , ::.I . : . .. -�;' , , , �- 11 � , 1, ,, I 11 - %i.�_- _.:.�-.� ------ I � :: I ; : .: .�, , �. :r :, '- .'�. "', , I...,.=�= =11=.: ------: i ,". �� W 11, ��r'. , v , - . , ,,/,/' '�" i ....�, 'l - --v : +, ,;. I� :I . "I. , � � �:; . , / , I , I - , . .............. �-_1� � � . .r---- , ,� I I I . t X LU — 0 .111, ------------4 r. I , �� " � .1. .�.........r .r - , rmP I r � 1"l-I � I. I I;I.. ".1 .; � I .. I ; I : -........-.....�........- I I , - I � " :. " -- ., � z��, Ii , �: :t I t Ir,: , I I -, , ,__ - ,,, r - , ; : : .:,_; I �- ,- . .1. ,�� _�_.., . ... ... - - ___ . � I., , �� 5,. � , ., -,�.� ;I 6Z 1, �' rr , r ,I .11- - ._-- _- - . t .r :. - , , I � �i t, " _Z�.. . . .........I........�.....................I..-'t.... 1� ,, �� k, :�,--, -,, -�.,_- .,�,_,-�_:-- I . � . �. I, , , r;'�� t. ., - � -� , :, , -, - .. - --.1.1--l-�___.... ,:: -- : - . � �, , �i ii t� . .....�.,�� - .,-, ,,-., I. > _J 0 �.........I...: ..I .... _1�� -------I;:: , ' --�.__ I..._ - - I ,� ��.___. It. . �, ,, I ,, ,r .I t"' _:.._� Z,. _ -, - , I I I I�: l. , �I i , .�i ...- I tt�; , M r A'., , .......-_7 � � III � t I -__ r t:- -I - ---�,.- , - -- iri-, ,"� ,, � , . ..,. 11 .,-,/ " �:� .I i I � �� 1, � , I �.I..... I q I I _",*" ,, ' , ;� .. �f - . I � .- � _ F .I , . 1% '3�:�'... -::: :- : . _".""----. �_-J -1. ..-.....w......... � q� III � .....r----.----.-'---1........ -------------- ,��! %-I -.1 , � 1, , � /�, \".1/'I, p :_ , _. ... .....,__.,_____r 'Sr"; - ;;, -, : , -, I, .,. i I�". - I I - I :.; : � t� :; — 1,..... - _. '�,----------------- I �lt�------ , 1; --- , ..�- ., - � , I I , � It � I I : : . .I : It �_ ::: I� I I ., .. .- i.________--------,-,___m ------ ---------� : : -"� �r , .r�... i :: � I . I. < I - .. I . , .rl - ._'. -7 - .rrrti�mntt�:��tti:iiiqmn_ ", . Ir-',,, .. .. . --�;' ,�;; .,- ,1��. . ,�. . I. — , - - , j,,I I ' ' ,.'�',r I ! ,,, -.t,,:- q ;: I < CC 0 1 --1 i --"._' - : _ ___.- ' , ...... I .-_.- . . , % � , . \ ;. 1.. : < , ; - - __ p � .I ;: ., . t : q I - I . I - ____ _____ __ , ' � - � : r ,�z�T�5--,-�,�-,-=��::�:=:�:r.f�n;n:nn�-----Alu---�l- : : � : .. � __,�� --- �- - I _... � � �. � , 1\ : I :. � ------ - ______ � . -"'....,r........;�.5...- 11 _,,r r' "' _ I . I - - ,%,- � � . _ e I I � : I _�� ie, , il :kl '. U it � J . - : '.I . ' 'L' " ""' -�.-,� : .. . I, .. i� , �., I ::::::::t:::::::t2n:nrr:��_...__ - _.__.__.__.__11L�ia__ ��,��-��-��-:::�::��n��--'-.��:�`""` , t . I 1:� .". - .. I : � \ . ! : .-,��I . . I, ?: :� le � _. _", ,_ � I " ,, r I ., , .1 � I �'-- .............�......................................................... — :ia�� :,: � . � - , , _," I " I : I . 1� I : I It "", __ ....... I I . . -ji'"i : :�_i �.� "� .',,,_ . ;,; .1 .,,-.,,r-.,�,, �� ; t V. \ j: .. 11 __ r M -- : �. f ', \ rZ::% : I t 1, : � -- �.. I: :.: : ,. - r � I �- . ...i......-- _____ ,�, - _________.................__,.,______________ -� � , %%i ,.r,,' �� , I I : .. :'t, �, _1 1. � : I— . ; tt I---------------------:�_ :1 : :; : : t . I . t.r," . ; ;::�t, I� I r , I ... r , it ';t . :: i i i I ; : _ - � . . I .� _i7-:%-i,_ -, -, .'. "r, I ,� .. -; M ��tt�;::�,��z,�, ,! li�- - I , I x � I-, , , i ------\ I . _ _-r . .. - I , .� 't : - I ;: � --------------- , , \1 -��,�:��,:��;��:.:.:.�.:��;:�;z.::.,..��.�I � I . tv.�� _-_ a � i 11 �;:;:�:Z:it_ - .� � �1 �i� I "I�� :: ,e;', I,�,<, ��mi_ - 1z!i, _---'.-,'/ r ` m: it � 1, M :t; : I$ . -I - , ;:: -- � 1. , �'! It 111 � I � .....--- ----- ---- . . �; I ::: . __- __� ..-.--.-___,_ ��: I!,/ ; - -, t�t�. 11 , / . . -- ft-� ,,�., I ': ---------.--. � � , I ,;_, � /.,.,t_!:,��'�, �I,.b%ri - - , i co a , I , � . i�': :. - ..t.., 1; ., , -, , " %r�� ' '�,_'_' � -,�,,*t-�,�-� -,I'. i -- � ---- ---- . I ,r . - . . - . I 11 . . _ , I, , �.��- , \ - jZ : :� '- � : I -. : -11� �f :'t 11 I� ,� ih 1;� : ,,, , � , , -1. r" ,��' -�.� . I r I : I� � � -. , , ., , , I i - - . , � � __ - L �i ,; �- �....._:------_� - : �: 1. tq� ", _`� - , I. .,i/.�! I� ,i�,,, .. =____ I I. q ::: �� ------_____�...__._....�.................__ --------.r------1-- . I � , ,:��, . 0) 2f § t I� . ....... � ii� , : 11 t� ' ;I--,' rL � �,. I I ,�'��,� I , _ I .....r��%: ,, , , I _ . .., :: . , - /rr ��r , �' -.',r-- �� : : . I ,��:r=====;;�- = ; ,�.,____ I : I � ; � " r/r I l � '>i�� t ; ,,,, I .I .1-1.1--l.1.- �. :: It 11- : . ..rr . I � . - . ....�.I� .. -�.��... ..1-1 I--1- -I., -1--.... ..- __� -,,, I , i-1. , � . I - , . . , I "', I 1� ----- -�:-: .-...-_" ___-'___"1,. I�,_.�_,_;I:r��=':�:_ . , r m Lu �- I "r, -�.. I I : ; U-7- _."', . ":" r . � "_ �_' _, "-r., ,, � r I :-t I .. I '.1, .......r:t;r"; �4 ..... .. .. �............—-------------1. / \\ t;- ,,�'.,,,, . * a , 11 T I , . ", I , I . I , . I- . � I 1� I .- ::::......... I .r -:'Ill 1. : I I --------- I �........ - ."'l ,� - I I : .-------_:...................: I I .-::, -I:" -1, �,�,,t - , I" �,� i,';;;:; - . . . - - ;, I I ___. -_------, 1--_.............. .. ., � .....__- , I :� . .. 7. �:---_11-- - , �i : �P! z�� ." .., � /r, ... . , -I I 4 "_- -----------H,, ".:: .....�...�.� I,;,;,,.-., t t P ::i": �I "I _-, I "'t,' ",,," ,r rr �� : I r :i it .1 .."-1-- � M ;, � - -- - __ 1114, - , - ". , , 1, , '! �, jr I,��,...--_-,ti,Y,,..,.t.=�: � " �, - - , - " f '�_, _'__�___�=___._,_,___,__ - - :-r"'::"..._1�14 -,j...._-.___-__----:�,�,�, ,��:, b. r - , �:. ,_ .�� _��n:j:: I � ., __ _: r , _Ir I i i --:: � I , . .. :_ ::::::__:�:� �t �: � ,___ 11 :: ,�::�:::::::::::::�::::�:::::__ -I - � , - �. I_ tt llitt>,_ rr 1, ':,',- - fl : � I .�': : , I ;:: . ,�, , ., .��::::::�;;:��,z�.,:��::�":r�----�- 1''I r....... ..... I_ : ; li � . I . I,1; I : 1. � �/ .... ._....- � - - - 1 - ________ , 1 -\i - I I I�q�I:t�-- ;::I., -��,_ -,- ';,','-�� rrr .; : - . 1�,_- r -.... , - .. -:::::::,.k...... I �� I :I, :1� ';. . I I , r r I : � . .: i� '. 11 11 tt. - �-ri N t "-. '. � r I �-Iv---,��-i� � 11 �� z . - I...... , , ��i i� � i ,�� t;t;tt��_�_ ..." %;tt3 �� I 11,r"�; �i � P"'. I - _�tt' "�' I �� 11, .,�,� , , z:��;�,,,;, �i :i� . I 0 co I -_�- _�=:;�iit��:�Z;=t. __..r. � , I 1_� � :��,::�i:;:�>, I ,I 1� _ _______-r � . ......_�,, -- -- -�,- - , ��_I;: _- - 1�1 � !I � 1� i i,__ -____ 0 ...:_ ,, !z , -.,:,.,: :' - - I L�..-�.-.��,_�_, .�.�� , "' I --It......--------;_�__ - - - -----��,\�------- -� ,._ . _____:_.-_�"�� i� .r ,�!, - ;:,,.;,� � , - - _ ___ , . , - " _ � , . , , ,�,i i r _.. - � ''.I . - lv� � _______ __ ,� 'I .... .. . , 11 , , M � � , ; � :..�___..�... .: , . � I :�� I I I t I :. � � �i ,I I .. I. , ." .- � � . " .,,r/ I I i�n-_:::.::: .; , r.t��I� , t � . : . . t-. v I ��;i; t ; ,,','r:,. - , " rr . I :1 I :� r: :. . ! . I W z 0 � . :, , ��,:j: 1 . : 11 �1�,1! __ - I - -, I ,�, I r I .; ;il 11 M : i . � . \ ;r �,"� . I . :: tt ;1 . : � I i � :-:: i� , f-, iI . ; � 'I � � � . : .1 : -- - , I . ;1,I,, .� - -� ,.��, " , '., . , , . �I ; . �......:::::]::.:::�i I,--- ,, �� ,�: �� I .�'' � .q I, I ;:. .. �I� r . : i .. I .. � . � : . '' ;;�I,' 1--_ __ r " . :: t:: � � , - : ::' I :�: I � � � �,, � , ,, :� � ��, it i il tt, . I : : :1 . : 11'1� , I . : . ,�: �� , 11� t:: �� .; :: !. :::, r ": , 0 : : . .-1_1 , �� : i �� i! .. ? ��1. : .I � ,,_l I � I I I : -I'4 : : i i ::i ��I, r: I �� i ii I,,� I , . . , . < 45 � I� I� 1�1�I ::i;j I �� t , j3 30 � : �� m . i i i�� :!� �� !��, . :; .'' I,.: ". -, . , ,- ,, ;� 1, 1, -" I - ..r, . ', , 1� ::: . .1 I � : . ::: . : :I � : q : . ..I j i p , : m 1: ,.: " _ I I . I I I I " - , -1. I . :. . : z 1. .1 .1:.. . . I .1, � . ;;)r , . :: 1 �� : ; 1,� ,; -;,, I � , : : : � � �t :,: t:: : I i��i I ,:1 I : � ", ..., I �%, 11 , % . ., z I::� ��: t :: i i � i. , , I , I . . I . ., , I 1\ I , t I� :, I i �i 11 . , _�� :i� �i : � i i i:: ��: : I ; .. : I 1i � ill -_`_, ;;��, .� ,�, ,,, ,� ., fl : �i : . I� . I 0 ..: . .. I :� :::: 0 � r . : :, ��: :, �, :t I ; __--It.�_",I,; ., I. � I 1, I - :: �i I N I � ::; 1 t : : j !� ::li;� ::i�: ��I 11 :: ,�� :1 �� :� �� : t -: : , . � , . I I I or , - "I `�� , I,\ I � �, �! : !� �� I �: 1: .:: 1:1 q I i� . .I LLA � . : , �I - ��' :� I�, I: I i! � T-i !! �,,�;' , , 1\ " "I ..;t t ��!:: �t� ': t :. 1:t I �I , .:-i.i t:111 ,��i� , ,I q ! : � ",, . \ I : W: � � . ." t,'� lu o 0 V I . � � , -.1._.1�� ,. : . . e -I ��1 , 1: : i i t I 1. . I ,," ,: ;:,, : : : ;. , ,:, !; : : , I :t .. I I;t I :: .. 1� . . ,.. �:: I .. :I .I. � . ::: : , . I ,: . : I. .I. . : ",.r;, :I; -_'. ' ,,�, __'e, :, ::t, 0 �i &' M Z z . � :: .;:t, .. :1 . ,,-I . r I , - , . I , -1; . -' ::... . . � , - - - .; . : I I . �..:" : ;: I� ,'." , , . :, �: : :::. :::It I I: : : . � . I _.��,� I:: .:: t : ::: .� I i :�q �I . ;, . ,,, r,,' '. . , . t:.:: I � .. :::�:. :::1:, .. .1��, � �� : :: :: - tr. -----..I,.- _ �., - �:- :. : ,�;; p.I � . : : . ::: I.: , ': .. I ?'. ::: I I :: . __ , , ' I \ '. , ,, I -�::�� ,-. . I 1. :� *, I I::: :: 1I` 0 . i� � )�� . : I j I �i! li:t I � I :: . , I� I , - � - .-.. I y ,� , I � 1. - - - � I I: ::- : :� .':!: : " � . t �� I :: i :f �_,,,,I, . , � � I :: t z " � I . i�i �� Ii :::� :: k ::I�, ,, I :i�:�: : . I , ,:.. ., ";:��" " \1� ., . - .... :� I� ,, z . �,,�:� ., ��\ \ �\ "I", - i,.. � r . .. �i% -_I��",,"-�' , ',�,, - � ; r l 0 i . . - , ,_, , _ . , . I . , r :: : ::' .. ::��I" I, : :: ... I 11 / , .., , � ,�, - , � � .. . , . :� i�t - �........�I I .. �. :t t . , . . . I: r . ... : Z�, . �: z�j �:i ��;:: t� i�� t, : ............................... I � 1 t j" �.. I ,; . , , � .1 I- I� :�I, ..!.. , M I � � � � , , I- , , . ,� �! : , . � 4 ��I�11'1,t ,;,�:' � I i i "', � I', \ � ,�', . � ---,� 1,-- 6 le .i: I�1� :::::, " I j c* .. .. ..: .:I, , : -,III........ ........... . ,,� I � . � .I , . - . . , . 11� I I I ......� j . 4 :: : .....I...---- �� .r . - ........ r I . : ...I...I . - : 0 0 Wo - Itipi ;!j r :: ::, � : ........... , " �. "�,_ - -_.t:". ,.-.::--.,---- ;t : t�.-.. �-. ," ff. I a � . : �I � �� I: I .. . _.., - , %", "�: t : : .....tim:........... .. : � I . : -., . 1�1 �1_ �,I 11 , __ -:..., � : [-------��.'_ ..: a . : :: I.....1.............�............... I ,� tp�;�,t r, . ::: p :� :�--__------�... - :: . ;::.. .1 . .. �...-�: : :: .: I ::: : .. t : : :: .I-...�......I.............�......�.........: i� � �,_,, r �1: . � tI��j ,� ,::-I.- .. ::::: ;-:::::::::::::m:::::::::,::: : :t ::'' 111-1��.____.. ...*,, _��,�, :::":: . .I I I ;-'.',1-. . .:. J� ' ;. :-�....-'---' __.. t; : i fri;;;: I- I 11 .t f ... , "' -. - , .�t : , _ - -------------------�* I .I : :: ..: . -- . i -, . . : .:: � I ,� . I : :; : ::: ; I _ ..:-- ;. - - ...- I .: ..: ::: t ::: , ��!:,�� ,_: .�t, ; ,�,�" i , � � i �t :� : I t . �; -I i .. q ;: . :: :.. : ; - : :: . I I . ...i_..__ .. I.; : : :1 : :. i I . I 1.�;-, I . , I::: : ..I t �: ! I I" .. �,1 % . :i .; ::: ,_1 * -1: . . :: t :: � i i j:; : ;Z� � it� %I -,,, -�� , "',�, . . ;- I , t: I � �� ;i: ; _ :t:H - I . _r � - - ii m ;§. __��---it-_ -_�F�..........-1--........... , � . ....- ��.r - ::�,�� - ..... : �-<"-,_ ,/,:� . , , , I " - l : I ,,i �i > : . , � r�: I '�, -�r -I � �\ .� --.' � : : I: :: , . .�:� ii� , "' 3: 4D ..: i: I -11_;.�.,: I I i , :::":. �.; I I : ::/ , - - - _�,. I I : �=�: IN; .4 � . �: -: -, �.:..'....1:.,�......=.......��=..............i.......:� I� i � , r \ I" .1, . . � -C', - W I�t �i :: .. ;.:i::, i i I,;,; :. I...............................................................u I __ ., ,�m I- , I - - . . - ...�.....- :, : � ------...........: � : :: .::::, i: :e i!��!�! ' , !: : :: ::: .� _ � ! � :,,r- �-11 ...=�� :,...�........:.....'... !I ::.I !I��i� ��'�",�� 1_1 i"�I_.. i; _." t� '), ,��,, 1.�� .. __ , 9 ;-! :::: :;: � . , 11 - - - _-, 0. 0) ............t...t.,,It � :, t : �1-11 ��i�!! I t,, S,Z��'!�,.., I �, ",I-�", ,I_ - .--. 1:-.1 0 CL V Z. r.... I�� : :�:�!.�. ,-- .__ . ",."\ ',,�, "" ,".-.---_1- I :I i t, " ., I:...I . :, - I.. -1 i i i�� III , I t" I �.��, ", """ I � �� : . I - 1:,,21'. :::I. I 0 : . f: � :; : --- lt � .� :: 11- �:i�;� ---1�I : -,��l�,� .- ,,,, . ��: �. ..�I,�,. . , ..I :: : :? �:i t -_�i_::::::�. .... .... .�--------- , , ; : .ot It � i � ::: 1: : 1, .�......I-'111-- :L.-....r....-.1-1.--.-.::.: ---------- ----- ::::L - .ti��_ I I � 4A! � 1E; 't�t 1�M. -" "'t," '�'., � ,tt � ! . , t:: : � --____ -_----::, _� — � "��I___-___.._.- I e ; __4 ,., -_ '1, r� , t t,,-, � : t : . i......�. .� - . I I .1 . , , . .. . .; to -I ,� 1� . I. . I, I; . : ;:- I I :. .. �- mt, . �i� � � - ::. ;I � t i � . . . I : , 0 .� I I : : ,� z �—.��.-,,,,-,..""...-,,,,,,�,-,,-,.,�.--,---.--, � i i� �:� : "--I � t;,: . .,.. , , M _____�__� , ,r,,,'.��' I ,I, I . .. ..I : :. " ,, � t� : �: . - -1. ,_ - , - I " .� , ;�; i . �: i :r t. .�. . -, : ,� I; ,, I - I , :� �:i -� ,---%i 1, -,�i�,� ., _��/ � �"t 't ,. .,� � :; - I. : .. - 1.3 . I .: , 3 � .. I . ,—L__"W1;:1 I� :p : 1: , :, : �I �! . :, ,, , , � :� P �i - , . � :: I I I� : : q;, - �, ,I . I . - . : � ,�, X:-."�',,I,, ,, .. � ., : : I,z �t : I -: , -� , .� :I 4-'-'�� I I- . .< : � i : : : 7 : � , �1: �:, ..... .. ��z : , . : � . . :: j� I i i ��, .,��t .�:�1. - , ..� _�.:_ -., �, ,, I _____i___--_--I-i----,,��-.��,��-::::;:: M t S; �� . . I - .. ., i %% �t t � � 11 �, E: I i� �� - �\ .� � t� , t : � M . � :: � . - " , , " I,I I:; r - ::: :: \,N ':!- 1. , .. , .. : s , � . r. - : M .J � :: . ::1 ,� ,it � � ,t r : :t � , � I � �t � " r � , . . : I .. , . , " . __ r t , r. I ,, �, I I , . : ::t iI..� I:��i� I I.i , ,. � I� t ; . n� d , � , 1 t' . ui . : � : ;: : : :p� � z �, . - ""..; .,I i� ; I .i�: � � : .I I�,_,,' : I ... I : ::: : . rt t :: : .. � i;i - I 'I- i t. ! 11 !!j �;;";,z� .2;i , � I. . ,_ , � , -- - : �I : ;: I t :: : �.; ., , Ii't . t1j-". �,z ,- � ,�-,i.�',, . i . ------- I ---------------------�f*....* * ...... I -�� , � : : I �1p i � I I l�, '. , ,� , , " , ; �,, T I � � I . � ---------—�____11 : I,"................... . �,- ___ ---...............Ir- -________�--------:_____,i,__,__�,__� ji, � �I � : � i� k� '.,�i� ... ,, ,I,: . . :: : I: . . 1 . ,�!.Y, , \ I � . , 1-1----------� , ,,,, ,I ".1 ;; ; ::: : .. N _ I , � I ::I,, ___1---- , _�_________.__�.___ ---------�1_ ...... �it,; � , ", , , 1. � ,�! ; �i ,- '_'.� � ; : , �� ; : � . . ! __"'LtI�t _ , - I I I : I � Ill �� .��, "'�1'1'1,�� 1: �� v I ........_... D ........�....I............ �r, --- - - , '' !.A__��,_ s - . I - I 1 "'. , % I . ........ ".n� ------- � , I tj a � . . - ------------ -------11, - ;t:,:,.. j "..............r.........i.:��i"..r.I-----------r.1% : .r...........I..". ------------------� i. � �I �k - - . `��`_ _i�,� � �.1 .. I - , 1. - .:"I I - ..:----::: - I .. . ____.......:j� _.... ,. . . � ..; . I.!: ...::,; : , 'ti '�� : :...- . , � . . � 1 ��::�:::::--,::...--- ----, ._�:��..%.-- - I :,t--.......- - - ------ "" �,,j �; I - . : :I I t . :::m, I . , . - z .1 I?t!. - - -.---........__...... 11 7.....................- 1�'.'�, .. I � : , ; : :::I:i� I . : ...�--`....-�............................:::;;:;:::::::::::�:...:1� .l ,,:�"., � - i : "�_":.:.�...n�,�,.`,�,j i I .: i I -. -,- ...: � I�, It; I : , t ,��:-:�:-.�- j , --� , �,iY:! a __ : :: ---:ti,�,�-�,'_, - , : ; 0 . � t ; : ------------------- ----.-. ........;.: �, 11----.-.: ,, � L _ ,�,A I ! ..;�.T ::: 1i .. , I _k, - 't � .....i:..: _��,_ � : ., ;:".: : 1=�� I .;, M , : i �: ;;;, . : ::::- , � ' : I : �_.................... I . I.......� : I .....� � -:]:::,:::-,-::::z i, .: m I � ;;:;;., : __.....- i I �...� " il �_:::::::::--, ;;:. 1�1,�1-14�1 M 'r _' :t;:: : . �� i�N i� ,-........................�... I�, ti � - :---::::::::r---::::___-:� '. . ;;:.;:; ", . I , ' - , - .. , , , - -- - :: " , : � I .. .............� . " I ;: :1 - : . I! � � t 1;....... - - - i_.._.._.. . :;I: :::: I I ::`j�; ,*,---, �!� i!;-. i _ , ,�_,�z- I I � I 1. .. t: :.]i:i: .� � t" ,,�" :: : ::::, I I I I, ----I I I . ...:1 : . : I 'r_, -, : ......�� ,, , ..,.......................... � I'.-- ,� - - ��,il"! :I �__ ::,: � - :::---" ;. . I . , ,�' " . - i i I : :� � � I ; k� ,. . - - �;�,;, i: � �� :: i� - , .: . i�i�i ,�\"� .r 0 � : ::::::::::::::: , , : I � , i i��i� : --i-,,, . ��!��i �,�,'X k., I, 0 �j! i I -I 'I,I.......�� .......-......--- i�!�i�; 1 ;: I '* ...__ � -� .._1-1_,__ . I, . t, r / i i��i -;: : * , . r�_�.. ,i�,. -,,� -,-.�� :: a. %=- � �� .. .. ��!�! :[ , � I,I, :;�� . I " - "'� . . ... , r� .:�� -==1.1== 1. It t ...t . � I t t .I ::: � � : ,,,r ,�, . :::: - ::- .� ;: �,, . - . I z �� ',� L . _ _ ; , �,� I 11 - t� � I : ;�,q I'I" . r Z = , I I I 1�� i :: �� I ', �, - ," i . r .1.1-1-- I :::: - .. :3 :�i:j. :U: " , " , ��' I � I I : :q ;:, --�� 0 - -11,1.1-....", : �:� : :: - !.::. i�--_ - � ,- :1 < < . ,,� " �!i�!!� il,�:I % r:"'r I : 1� � - . " ; �. .� . ,rr �� , � ;:; ;;��.� . : t I ; �: � -��, I I _ttt:,�_ , ," , i ': : it , , : -Il .....: ,, : .:: :. - - I: :: 11 I . - , -, - :,ij : I "jj/ Z1 r, , r I �� ::' ::::.:: I 1, �: , I 1, I I . -.1111 i� ; 1 '��r I �i��i�i r ::��i ;j,J� ..i."I �::] ; .;-,.%� ; � ;:!,y- I . I; t I I I . 11....�. i : t :t ,\��"\ I 1...1-1.11 1, : I �� : 11 . - i",( ", , ';;V. � � � �,r I'- I. .' I 1. I ji �i �;� I I, ;� :.; ., I I... r z � 0 1 : . I : "t , ��"', � . .. : .t .. . 0 : � ::i ii �i .. ::::: .. ti �t� ::� : 0 ?�! -,� ; : ::: :� itw �i t t7. ..tt�`t . ��; : ��I �: I I I r. : ;:t . .: . , .. I , I I z i t M. '..."i . :::-,I . i i��i i� .I t% i t ,'I '��_� �%-�,; - ,ti'.� �1,1��, I I . . // r' : : : �� r. i :: � ,il�_ _mtl_ t , . "�,,', � i � . .. . .. m. : : . I, ,: � () :I ,I . m :i:l� ��i�I , I 'i . .� . .; i i i �, : �� :1 ! i� .� �i ::t,�,� � � 1, r / ' r w, 11 .::,: ..:I. ::�: :::,::, .. .. . 1,11�I ; I t, .-I� ;;: . 1 . . ��M t " , , '�W,I r' ,r� : : ;:. -1 � �� , - , ::I ; I , , - 0 � , � �i� ; :� �, :: I., .: ': .:: . . �� ji ; I . � I i � . "' ",i,\..", " ''r' .I I - ::� I I. �:,t � .. : ��, �,r r : :,. :::. I - , �� I: I , _ I ., "'-�L:' p _�. - ��: i� . � ::: : : , I 'It�, -, '. :. :: t�� j, �,�, � .�Z�r �" ",i� I . 1_ �`,U" : :.:: I i: , :: ��::� :. .. . I : - , - , � I � I:�: �i :�i'iii :::: .11 1� ,, -i� :� �� I � i ��11 co cc :;: �; � ..:: : �i�� - . i i�i i!i , � �fl _�*. ; i" I I I�� ;: i . ii .q � �. � ��M� ��,, �A" .,.. il � - " : -. :M 11. �� I . . I r � i � - :11 : �� it:.,..: .:: - I I: : 11 1'' ; �,z ,_ - -,,',?,,", :: . t� . t ; !�t Ii i� !: L' � . �' Z /.I, "�'\� , �- 0 .. . : :: - .� ,t " " 11 ;, - I -, .1 �Ii 11 ! �i --i . ....____.r..__ -','- �,i I,0 , rr/ . :t .: . , j: I %� � I I - . I ; , . ::: .. ! : . I.- - _."�'I -.1. r " �,, Is., I: : .. ..: ::. I �% � "', I::;,�--, . _______'.".ji j�� . ,� 11 ... �rr � -, . .. ;: ; ;�:: :: i : � ��, " -,�-�� ,;t� 1� __ �. i'm . . . ; ------I...."I----------: ...� ... ,.r' �, E"' // / �,�\_ I I I - : . . - I I ., M LL - rm -��-- - -;_"'.-_'_'- �...... I I �. - ------ tT,.,_.,--�_.-- ---,-_,-.'!�� . _ ' - 1�:Il \�, ' r r',r ' �"1,,,, '. � -� I I I; . .:.::.: -_ I Ili � " %,,- ,�...- .,"- , _ n ��i I � i i i � _,� -,-i, , I i - �...I---...�----- -; ,��' t t" ....r-1 _.., I I " I , , , , , I.:,.r j _ -.1.- - It t '_ .....- -.....-".......-"' ,I .. - r " . L 1 I - ,, ..,-,,,,Y_:.�.......*..*r.��.,- - ,,I., I�. I .--. . :� III - .".....r.. r --- 't:. ..... .......... ... ... . : . - i�,_, "-- .- . r I- . _: I I . . : I .., � . ..... .... I,: - .. , -I , " .. I-- � I..... - - --- t .... ___ � .............� I I K - 11 ,I" �, I � � . I ; I ..et ,� t%.-% I ��c - " .- -... . , ---11.1....I--....�. .1 I,__ ......-- ,\ i�_nff:--_-1�t:::==:mW1uL_.,. -1._r r - r Z�l I 1,.----,__---�. .- .. . :1 �i �� .11 , ...........- , �t, - , . , I__ . LU � :i� �i , :: I " �...f-------------- -------- , ,\11 _ - I-, �...�---------___ ,�/. � L, � I " . ,. - - I - . ,/ � � i - ::t! : ; I '�,,� _,,�i- ��.;,, ,,, ::;:::J ,,!'�L `�_ `iv'!, ", -_ i, � . - IIIP: -: �____ ______ I .:I.. .::: : : , � , . .: . ..!:m%..........-...___ : : - 't .�:::::, . : I t . . . � ,, :::: : ::I" ` � � I:: � ��!� , � I I::�i� � i i� r �l\ I . :::: ,- . , .I;---�.'.. e : , , - - : �, , , , �� ___- ------- .. __ - -: --- -1� I I--- �� I_I-"I ,,: 1 ::: il., ..... . �, ., � t I : 1!iiii: - - �!��i! "'I �_ i �� Lil- "' �........................I : .. - L ".. - � !`r� , I . , - I - . :� ,�,, ", - _,____._, ... .r.�:.L.............�;;It - :�........... , __ - . � I � . - It ,. � ---______-...----- -..._:-�_�.....� ., ...�:__.. . . ......... I . : .............::::::::::� ." :_ , ..r- ." _j ; --�------- ::- :: .... r ,r - -�. " -;-' ,� "� M . . , ,� .... --_�. _ffi::=-nff �___�_--li........______ - 11 ; . . .--. -,-- - , �1'11 . - :I I I .. _ ......� I , `�`tttit!o:;ttiiza:�titt� � z, =:mm�:::iTfi:= , __ _�:,�2::t: , -,-�,, , -, " I : 0 ,I . -__ - -- , 'i, I, . ,,,,,, __ 11-__ 11-... iml��_-111-... __- - __.."", 9 o .1 11.�' r � --_.- . m % \� I - -N.................................................___________..________.-----------_=:�............................. � � . 1;ql�� i. tH - . , I ___J�r , :_ I ---------- m ,..,,,,,:.,,_.,,itt,r / i _'. � , , ------�__tii� :nnm== . -*f:��n , I _��_,_I� " , , \ - :�m'iiini=:Irt:mii� . __ - � .-o-1--1 --�f�, : . , , t I - Iii, ---- -----------:�S_......— .=�= ,�i::nmitt:=: . ��. " I r ....._== ; --. � - � , � It.-It I I -1 I . z . �t - -%,_..nit:t:ttiiit : ; ,_ _"Wll,,"��,,r I "�, LU < �-::: -, I I 11 I ;1:t I 1; ,- . q :..... ___..r........... . __.__......_.....................r....._..__ _. ,_ ,_ ,�_�,� . I - M . - - I _��_! 1,11 - , I %I,, % �,I 1,� l I _� �tmr...tt�� I ; : -_........"I-.....--.......... - � it"Il", , � *-' 't. . �� ;. 11 111*11111*11*1111 , ______.... '.... - � . % .1 -"'-_-.11 . ; ---m ....................-........- .___... , tL-.". -.-- I 1�1, t m 0) 0 " i , 11 - I: :� , I �, I - ;i3t;� I— _,_....�... ,tixt" I .-, . ��, - I � .. 3 �I ; ;, =�%:�= +�;:::%� - -7-1.......I--1...I I 11-11-1--- -'*-'**'I I 1.I.......- ,. -____-1 - .--- -1------� .........111'I---I ...".W....r......... .. ------------- � / 1� ,� - . � ' L * - . / I '* *`_ ' - _'_�_ .. .-................�----------------.-_........'_.... 11 1� %Tt ,t -t-. .......___... ''I 11 L .., I -___� :.--' �I ..�� I ,, . ..................r _..__t;'�, ii:ti��z;� I ; ,. r _/ - _� � , ,�, 1'�� 11 .1 � . I ; t�,1 , --..,......r 11 - -;�r. �.. I ,.0� '�,1� ) .�_�t - - , i :,� " . , ,_:.,..7 1- , ,;;;-- , - . ................... ,.... t:;t;;t�iii:$-iii�.- I ' I " ,, : 'f�.!.__......-------� �:==�=:t�mmtv;;_.�::rtii:k t�:":t;:;:itt�t; ,,,� .. .- ,, , I , ,��./ I ' I'�! ; ", - ----------� '.--- . -*�l��z��,�,�:�.�;�."�-,��:;�,�;;� . ,`��- - . �=.:�;:;;;t&tiitv� 1::;::;��z�;zt.mt:�7t�__ ":"`:�t' ..:, � I I\ \ .11 I A- I /; .- ,xl� ; !" _... ,--�__......... ".", Iz� ;,;,it; , : - /. -...1-.......................�.....____............................1--.-...............—1--.......—-------------— ,r . .� �i�, - __ I.......1-1-1- , .t\ --11...... r,__ , _... E ;i;;, ' - z �x - , .. . ....i� ��-----------------------'T—-------7---- 11 ��zlz:=�;;;;;�_�:;:; r � , . -" F�Jztkl_�::ttt�:=z-�:ti-�......_ - ylm�itiiittt�.�,��i;,:l;��--- � I. --- I...----�I;It--" .1. .11 - - l�� - w" : . I I tic-, 0 � :. I � I , ,� .., I, � �, A.1 �� ': ."" �'. .;; ----- i_�_;=;; ..-..............�t�...... - .,� I . I k� �ii�;Z;;t� � , ::, - , .,I : I", __:� ,��=,.:;it;:� 1�,\%X.1 I , 11 , . ..,..J�, ......._...... I ',_,.-r.......-..._:�,�'__ '-.r-..,,.. , I "V / . ; -- - - __:.:__. . .r.:M-1-- , i� ,l , - -- .�:- ---- -------�.,��--- I., �, ._;�i__.I- , .- ,.,.,.___,_.,.,...,,.---_-_-,1.1 �. __r I�I.':-:: . ��, . ________.._.... -�-�. .- - --,.r"'--`%�i i " \ :§L , i ]-.r V I I ��,h,,'.;� -- 11-_ - , --- __!�'� ____ .. .....r. i'�",,--- ,__ ... .,,-- ...,. -I-. .. � . � ......�___.....:� � , - ___1r .........r --'':��i�� _...-.-'!�:::::- j::;!: ::ii:�: ::I� _ I.... - � ...r-------- _,-'�I'',i't \I ,� r . ...1.� ."!.....--...... �t � . ..; -111_ �--- , -�1�iIt, --_ �t It;; I It i��ii �11�1 c�%�;I ��;�; - .-_�,�,�,�..._---- ',�i,tiL i � � � -. , IIt,7 .e. ' '' ; I -m- , �,� ... iq" ... � - I��I I _:;�� :1 ..I ., I : \1 -I, ......I"It......-......r..........I; ..................r....1--�'..................�--��'�-1..... ........� " � �' I .�. �.......li. --r...----- _ : I ",� . .,.-.-. ,; �;., . r.--.1-111 Ii�___� -- - ;_� - ., ""L . � "'.I I .,:��t .-.,. ___._..__�ill..... -- . ��:::,i." - - U) :5 1x :--- - ------- I— ----- ,-�'�L-----------�'" r... I , ..'..*.....:...........11.11 ....... .. - �, I,,I',r - __ - - - ri I.___-__-_------,'-,,,,,,":i,.,,_-7-:::::.:.' .'._...�'� 7,i,�..._.........--.-z-.:��i;�",� .....I....I--... - .1 - I .. .�,,,r ". _ _ � r , 1,x "\\ . 0 , _ :q - ' ..� 11 i�?,�. _ i i ii[.-- - :� t I 1.�I �11� I, � "&. r,j ,� ui . I .: , Ir- -, ?� I I I �. I:I �.�! _ . , ,..�..,�-------- .'' .q I ,:' � I I It I I .-I I � . " "'. I .I 1: . 1, j i��,�i� i�p: ..z:!�. \ ' // , tr- . r _ 11 ..::t, I I 1�-: I , .r I - -:��I; - 1 � :: !!iii�i ,,I, . , - I',, � ��,�,� .. tb:! ��fl� ��1T 0 ', - __r _ .. . ` ...,:::.-:- --- 0 . I- . ;; : �::; :��i� �� ,r' I _ I:! : ::: I :� ,-�� - 'L I ,i�, ��N , . - / e_ �.'..'___?, � .,�, ,,'-.., ;:,,t �' , ," , , 1 / . . , � - ; ��:; '.,\1'. , �,(� ,\: I ;i,,;�i" ,�iT i�!�t �:iiii t: T :i ii : ,�k� I I I � , " I I ." r . �i I��ii . 0 : ; - :::: ��1�1 .. p I �� 41 ," �, . ��i�,f,f, . .. 'v I � ,I ,r �� 0 : r i�i i� ��::�:1 , .. .1. ,� i:i - -Wi 0 1., . , � ,I�' ;;1:1 H .. r I ::ii t�,� 1 ,,,,r ,I 1, , :�H� -�,i: . : � � , � i�ii�� . �� i� - :i��i: .� ;i�, ��i?�; �,"t, I. .1w . .' - .I� r �� !:1.: � , /-, 4- - , 1AX\ ��i-,I� �;�1 i�U� � x .r. t:1 .. �i i�I .", / , � ��.1�1.1.1, �!�-,',,'� ��1��,� I� IX ,� �'/ . � I,, , , - I , \Kl�, .1 1 14, - - I I ::�Iij: I ��_�� ,�tt,� .L t�I" >,x "I I r '. :� � Hx I �t" .�I I .-I '.� I�� N: , �I I I �� I , �.� ;4.. 0 : >_ ui ��, !��!� i, ::i��i� , I. I � �� 1 i��,I� I , t�t'l a. co " . I �I, � ��i� i�tt;� - 0 , , /, ,"": '. .1 r :. . 0 . I, I I - r� 0 ' "; � , . . . r .; ;.t : I"� �11 I I �� 1�" .. r �� , � I .. 11 �"�4 ��1! . �:��:ii ::!��11 i i�iIi .:i��,r� , ��!� � t� ��!'� . .I ll"v".., __1 _ 0 W CL 2 :::::� I I I it: .: . i I I ..!r , " �� , L -� ,� - ,--�", I I, �d ::,:. .. . I I m -11 sp p;M 0 wpl I M 0 M iM:i��'� 0 MMMmpojmM E ammomp .�.. , 111111111111111111111111111111111m, � � Ix W : t t : �r r , - � , , 4" . I . , `�M 0 0 0 M :: 4001111111111111111111 , \ . - " . 11 .., � � T:,�,� �i J� ��M1,� , /.....\,..Ili_. .11,�.�.,.. �.,�;'�',.' I.;�,�I , . 1, , .m 0 mommommmmmo,simmommmum�o�,bommmm ommilII M mommoo t!�M M 0 0 0 III,�`�, MmmmmmM** � ' I ' ""� 0 0 0 M 604 M MEMO 0 0 ilill 0 0 0 M � . ,, . , XL / -- I ; . :;:��t ;:: I-11 � I �, , ;, 11 MI _1% \\N\ ...'* -., ainsmsmanionsomiii'immmmlio ,IN I i� ,, �1,1_1 : . , . . 'j,11.�-' :: � it ''i / � 1�' \w , ��,`,," i�I��i� . il �, ��ig� �! .. I - .1 " 11�I . : At :;I p : '! V11111 .1 0 m:jI:i� �tl ,, �� " I I I ,�,� . , , , I ;:,: ,� - . . I . . I 1�'/". . i i �i t; ,, , I I .: ..?1'r i� N , 0 "t � i�lm ��iI I! ��i� - ;11,il ::.:�� t: . ... .%�, . , t, � , , , :: ! , ,� t,,,,,, ,�� t,�iI,t I . , : . � ::I::� I I , I I :: - , .t;�, ��!�,:� - -� I i i . ;I�: �:1 I ��,�: �� " I ��ii!i � � I 1:1 1� �:t� 11 : , �, , .1, I M . .. I !r :1 I .. � I I t iii", ��i��; ___�7 ", "� , , : �' I ! el� , ll�1' : ,::: i��&i :: ; 1 I .J < _j I 7 1 :1 i�i� I .- - .1 I I �� " �, . � I .I�;j�: �� - �1_ � � I , �I ��:z: I t r �: ..!�: :: :�.i !�;,� ::; ��N 1 I I , I . N I, m 11 ��i� i: k_ - - r' 1-1 I, I .1,11.1�' :: : I� . : I . I I 1� N 1\� t�,�,T t :?Ili ::i�_ ::!�I� i i U� ��i�U_ ........ - a ,' � I , lk ;F�, ---- ;; . : ::;�,I, .tii : ----., _��, C�:�'.I:�",L ,, 11 - - �...........�......I : , I I -,?�, .. ` � �,JI't, ..I.-.-�.I : - .1 I Y r . . �:i" . I I - �i i�l: - , ___- 'r"� ;; ��____-------------i.. ... ii�..............__......111..........��___-��...- _______,___'1_'1 III--------- -� � ------ I : . : ... �,r ,__"_,_1...-�------_------------ , ... .,�: �� __.� I I I, - ----I---------�;�- , I I'll""I"Ill....... �:......_��I� _ It - 1?�,..,-�........:_t------ � .11 : I :: ::i i I , I , " - .. �� I -----��-,��_-,-_-,____'L I. -------- �t � ___---P--- ��n-� �, ', ., . , t . . . ': � , ,\\ 'I .i iii,� 9) � ii!�i� � , / , .I 11 : I ____1 , JU-1-i . :, 1. � I I _( - z -1 - ---------- ____ I___ , L �`�� ........r....J j��j�.r.............I......r... .r -i : ", , - ......... I:� :� i 11 �� ,��_ -I- --,,, .1---------11.r------� . �!i�]�� . - �i il��"_----------11. �, M < . j! ��,� ___/,/� - I i!� l,:;�� III-\ 4�. � � t_ � 10 I . 03 CL � . . � . I I ,r ; !, 111::...,...1. --------------! �i i i!i �i� 11 -- . -1- I , ,_,, .,,.,r I -1�-- -, ,ow. -- I �� t..,.t il----------------]i i — __jL_ - , I__= . ----- : ,:------------r....11- I I :: - : I � - ,., " I: I I : I � . , : ,: - ..... ...: -—_ -�, .....�........I................: : ______._______ -, : �_,_ I I 11. � _111 I __ ,-.1-1.7- , ,r',, It� -..... __ __11L_�__ --.- I . I� � 1'� : -----I- =��=...........�,—_ __ � ,-__`1' � - , . � I : A— _=_ .L.--,.."----,"141""""--l-11,1111-1��1111 1 : : L_',_,________,___�, -,---, _,��_ �,- ____,_.______.._"% ,__-- . .� "I II. I � , r < _' :_ , .�... , r % I, ,,,---,-- _.� ,��: �� ,r. a .. , _ _. - -1 ,- - : . . .1 ...1, - * , - ____71�....� I,I 1�,� ,c ___- '._____� ...............**** ..... -, - � - - I� - :�4�l%, :D U) 0) U. t!it-,", ._r.: - ..I- "21. , Z-A"0117--l- --1;: ( � ... - -.-.-. - " " - I I .11" � --.-,t-,,. ,,��.,- � , X� - , - -----.-- \ '"' . .........�,` r- � ' , - - , ., _ _.r- .,. - -_,_ - I " - - -- .. I . 1, "" �� 'I, : I _ I -.-.-. _:��_.,.,�-_%��_--:.,, _____, _...,_x6. - _ t� .�,� 1��az!_ I _ - _"o^11"__1p __ ____-.--' - -i= "' ",,'"No , � - -- �i I -%...� --- --__.. .__., / I ; _' ,. &4rm - pm---- __I-____ ___ - , 7_7 .- , , ". I 11111 �, .--- , �- , 's",�. - -I --1., _'� - � , .ItIO 1� \10 . ,� L 1�_, ....�, . -Or - - . -, � I :....21 , , ll r' -- , W" I 1�, . 11111��__._ I - '----'- � ._� ': �� .1, � 0 .. I ; , W � ,� . " -.�',,,,,-..",-,-�-.,�--"-�.-:.� - - , I . � -..._.__..`_- , .t - i_' - �, " ; - - -, :".,.K; ----:...... -- - 1 . I __ 'r...I-- - �, . I I� __:�'. r_._ - I - ] -� _-�r __"" _ - ------ r�, `:i_.. 1. .F_:_i: � - � , _ ��..;, ,I � � ,. - L �� -- - ! �I - r, - , ..; ,_�. �. " . � -_1111111 � ,� _. _�_. . .. .�_,.� � .. .- - - __�;,7 111. - __� I - - -Lit -:-----:_:�:-::_, .,--:�----vp_m_n it A-��-- ------- I . .0- - ,--I--..,- -�� -, , A!"!!T!"W ______ � _1",1. _ .__ .L:L��'�,,I'; - , . - F:I��.]�, -, `�:' ; --r�... � ,;,..-x: . :. ,>�. . --- , : , , _-, ,',','� ,�*- �2:�,�Iaz:�:: --�-__:�� _�:L,��',�,,, _ - ;_ - , ___ . ,",". ,.., " _A�: , :----_;;�� W_ , ....... 11 I I,� . _ _. ��ii - - r,r- I ��= I a �- 0 - ,_f _... � _ .�... I, .- .I I _�� --_ _ -�C : ,�,:. _�_ 1, '. I .� w , � �, .,!_*� ,�� '��7".,�p��,�.-..;��'..,,--.��..��.. ... � r) .. ;"�� , = K_:S��._=_____ __.......:............................ ...�F...................................... �.................:.:::::......M___......................................................�.......................�........._______;:_.--__ _ � --------------m � - � I 11 I . ..��_ -----r 1i ...-. - -1._"No"a__�� W Z � L -...-....____ . - ___2�.......— --- ., a , - ; . M : 1 'i�;�i � 1 - 0 ; r '! fj�:;,j,. L". M III . I....... k....... � - : I � � 5 x 5 �_ ! t M M III .....�........r..........a.......;. � : : 0 M a 09 �_ : a.. : ..... ..........I...............�.�.........�......;......................................................�.....I'll---�1.1.1--......�.....".1".______-.1-111-1.I,--,----_____-........I..... - - -..- I.-I ......"""".".....................................................�.......... ...__-1.1............----,�.--::�"-�:n---r--"-�-,.-�.....�i,.Z'.,'��----.i'.%'.%=..........*......._. :............... I %M M 0 0 Iff MIS Iff-m-a-Z wa a-mrs a 0 worwommu--m-m-m-m-m-m-m-m-m-m-M 0 0 0 0 a a M M 0 M M 0 0 M a M a M 0 0 M M M 0 0 III ......... .................: ..'...:..........r.........I.........r--1.11..... -�-�--------I...... --------1.111--____________---1...........I.....-.I----- -1--�...I.....r...........-.....r......................................'.... - -M _ M 0 0 0 0 0 0 . ---".- ______.1 _,__-_.......____....�---------_________..._._ I _1...I................ ..........................................................�.................................................................................____-----,_,__..........--------___ - - - - ___ - I I - __ I : . : 77 SHEr DESCRIPMN : GERALD FORD DRIVE REFER TO SHEET CL-1, IP-1,TP-I & SP-I GERALD FORD DRIVE REFER TO SHEET CL-2,IP-2,TP-2 & SP-2----- GERALD FORD DRIVE REFER TO SHEET CL-3, IP-3,TP-3 & SP-3 . . I . I r . I : . . , I r . r : r ; � \ : r KEY � ; � � : : ; : q MAP I : : : : : : : : i : : : DBKNM J.L. DRAWN J.L. . CHECM p.M. DATE 10/:25/05 )M NO. I I 450q SCALE : I '' = I 00 ' CAD RLI SHEff NUMUR - 01 100, 200, 500, 400, NORTH K M �1 � 11111111111111�� q , I * I OF 55 :: . I �' , , - ii % I I I t� � � � � , I , , .. , "`�"_\ __I I , I \ - , , I ijais __ __ - PLAN SET "E' 02-04-09 - . - - - - __ __ - - — FIN15H 5C..,.,HEL7UL.E CONTRACTOR NOTE: ALL HARD5CAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS AR15E THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESI6N5 WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT'5 REVIEW 4 APPROVAL. LANDSCAPEARaFn Tom'INC 5/7E IMPROV EMENT5 DAN CO"S "AINOR ,2 2 ° DMl^PO�fT,G11.FORN^92629 (90 443.1446 FAX(949)443.1631 SYMBOL DE5CR/P7/0N COLOR / FINISH /51=ECIrICATION DETAIL 5-I PERIMETER BLOCK WALLS, REFER TO WALL PLANS PREPARED BY N/A PILASTERS AND RETAINING CIVIL ENGINEER'S PLAN O�tZSCApe WALL5. �Q.k,G . Murphy qpc CONCRETE CURB GUTTER, REFER TO THE ASSESSMENT DISTRICT N/A 51 DEWALK, AND HANDICAP AND STREET IMPROVEMENT PLANS RAMP PREPARED BY THE CIVIL ENS I NEER. *nature 7-31-10 S-3 CONCRETE OR055 GUTTER REFER TO THE ASSESSMENT DISTRICT N/A * erw"l Date — AND STREET IMPROVEMENT PLANS PREPARED BY THE CIVIL ENGINEER. ��gTFOF°atALIF��`P S-4 UTILITY / VAULT / POWER REFER TO UTILITY PLANS- BY OTHERS. N/A POLE INFORMATION PROVIDED FOR REFERENCE ONLY. S-5 TUBULAR STEEL FENCING REFER TO WALL PLANS PREPARED BY N/A T—ese c*'-zs WITH PILASTERS CIVIL ENGINEER'S PLAN cc-y sCe_` Zct crs Q' .e exc re S ED15ON EASEMENT REFER TO THE ASSESSMENT DISTRICT N/A _. c AND STREET IMPROVEMENT PLANS s o e 'es-:c ec tc - < PREPARED BY THE CIVIL ENGINEER. °'y -•c s-e .%- c' t-ey GROUND COVER were c,ezc,e��.,�s.. .,... d.. . DRY STREAM BED WITH REFER TO NOTE ABOUT ROCK 4 SEE DETAIL 1 —e-^cc, *nc e c- ::cr+• BOULDER ACCENTS BOULDERS ON TH15 SHEET. SHEET PD-I ce, c -ec eX_ec- --er SYMBOL DESCRIPTION _ cep �s�c `-C�^ II THICK LAYER AFTER COMPACTED LANDSCAPE BOULDERS REFER TO NOTE ABOUT ROCK 4 SEE DETAIL 5 2 BOULDERS ON THIS SHEET. SHEET PD-I DECOMPOSED GRANITE. ALL SHRUB 5-q CONCRETE BAND COLOR: NATURAL GRAY SEE DETAIL 4 NO SYMBO BEDS. "NEW CALIFORNIA GOLD" FINISH: MEDIUM BROOM SHEET CD-2 , 5/5" MINUS WITH 119b FINES. 5-10 CONCRETE INTERLOGKIN6 MANUF: BEL6ARD SEE DETAIL 4 PAVERS BLOCK: MEGA BERSERAG SHEET CD-2 AVAILABLE BY KRG ROCK. COLOR: TOSCANA BLEND (760) -144-1056, W W W.krorock.COm 5-I I MONUMENT / 516NA6E WALL CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 1,2,38 4 AND PILASTERS GRAY WITH WASH FINISH. SHEET CD-I VENEER: ELDORADO STONE "DURAN60" 516NA6E DESIGN 4 MATERIAL BY OWNER 5-12 STONE VENEERED PILASTER CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 2 0 GRAY WITH WASH FINISH. SHEET CD-2 VENEER: ELDORADO STONE "DURAN60" Cu 5-13 TUBULAR STEEL AUTO GATES NOTE: GATE CONTRACTOR SHALL SEE DETAIL I ui PREPARE SHOP DRAWINGS AND PROVIDE SHEET CD-2 TO THE OWNER AND L.A. FOR REVIEW. L 16 H T I '�I`(3 L E O E ��I`D SHOP DRAWINGS SHALL ADDRE55 AUTOMATIC, GATE OPERATOR EQUIPMENT ATTACHMENT, SYMBOL DESCRIPTION EQUIPMENT SPECIFICATION, KIOSK DIAL PAD, LOOP DETECTORS IN STREET OV. 516N L I6HT SECTION AND ANY ADDITIONAL EQUIPMENT THAT MAY BE REG2U I RED TO MEET FIRE } II OV TREE UP-L 16HT DEPARTMENT AND LOCAL CODE REG2UIREMENTS. S-I STONE VENEERED PHONE CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 5 OD T OV. BOLLARD L I(5H7 KIOSK GRAY WITH WASH FINISH. SHEET CD-1 OD VENEER: ELDORADO STONE "DURAN60" THIS PLAN REELECTS RECOMMENDED LIGHT co a FIXTURE LOCATIONS ONLY. THE OWNER S-IS STONE VENEERED GATE WALL. CONCRETE GAP: P.I.P. NATURAL SEE DETAIL 5 UJ d F. GRAY WITH WASH FINISH. SHEET CD-2 Z (� SHALL HAVE THEIR ELECTRICAL ENG I NEER VENEER: ELDORADO STONE "DURAN60" O cc 0 � RECOMMEND ACTUAL FIXTURES. ELECTRIC 0 z S-16 I6 WIDE SGE ACCESS ROAD 5 FOOT CONCRETE WALK WITH 4' N/A = W — O ENG I NEER SHALL BE RESPONSIBLE FOR ALL WITH CONCRETE WALK EITHER 51DE OF COMPACTED DECOMPOSED > � V ELECTRICAL DESIGN AS NEEDED TO MEET GRANITE. GONG WALK AND D.G. ROAD TO THE CITY OF PALM DESERT'S L 16HT1 N6 BE INSTALLED PER SGE SPECIFICATIONS FOR O � 2 VEHICLE SUPPORT. 0 OD ORDINANCE. Cr W z REFER TO THE ASSESSMENT DISTRICT cs AND STREET IMPROVEMENT PLANSLLd� 0 0 PREPARED BY THE CIVIL ENG 1 NEER. 10 3 Om _JC*4 EDD I NAH SHORE 4 CONCRETE GAP: P.I.P. NATURAL SEE DETAIL -1 0 0. m CL MICHAELAN6ELO ENTY GRAY WITH WASH FINISH. SHEET CD-I 516NA6E VENEER: ELDORADO STONE "DURANGO" 51SNA6E DESIGN 4 MATERIAL BY OWNER W Q � ED I6' WIDE SGE ACCESS ROAD D.G. ROAD TO N/A BE INSTALLED PER SGE SPECIFICATIONS FOR VEHICLE SUPPORT. W LL REFER TO THE ASSESSMENT DISTRICT W J AND STREET IMPROVEMENT PLANS cc c V PREPARED BY THE CIVIL ENG I NEER. Z gu, EDEXISTING CONCRETE WALK EXISTING CONCRETE WALK TO BE N/A } W PROTECTED IN PLACE CC W c NOTE: J Q $ 2 ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE J G I TY OF PALM DESERTS LOW WATER ORDINANCE" AND FOLLOW THE PR�GIS� GRADING PLAN NOTE Q � � a THE PREG I SE GRADING PLANS PREPARED BY (� Q 0 MAINTENANCE SCHEDULE $ 6U I DEL I NES E57ABL I SHED IN THE CITY OF 5TANTEC AND APPROVED BY THE CITY OF PALM LLJ Z �U PALM DESERT'5 "DESERT FLORA" MAINTENANCE 6U I DE, CURRENT DESERT SHALL BE ISSUED TO ALL BIDDERS AND EDITION. IN5TALLING CONTRACTOR(5). THE PRECISE H J V GRADING PLAN 15 AN INTEGRAL PART OF THESE $OULD�R ROCK NOTE a LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FIN15H SURFACE / FIN15H GRADE ALL LANDSCAPE BOULDERS TO BE SHEET DESCRIPTI N ELEVATIONS, DRAIN HEAD AND DRAIN LINE "DESERT CHOCOLATE"- SO I L AIMENDMENT NOTE LOCATIONS. CONTRACTOR TO PROVIDE MASTER ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND QUANTITIES 4 SIZES AS PER LEGEND F I NAL WALKWAY / DRI VEWAY LAYOUT SHALL SPECS. TO BE VERIFIED BY AT THE CONCLUSION OF ROUGH GRAD I N6, AN ,46RONOM I C SOILS LANDSCAPE ARCHITECT CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN TOTAL JOB QUANTITY: 1362 DESK J.L. ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED ON THE APPROVED PRECISE GRADING PLAN. 25 - IS" p�yyN TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. 50% _ 24„ J.L. THE I N5TALL I N6 CONTRACTOR SHALL I N57ALL ONLY THOSE SOIL 25% - 36" CHECIM P.M. AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL G/T1' OF PALM DESERT I N5PFG T/ON 5GHFDULE NOTE 1 O/25/05 ALL DRY STREAM BED ROCK TO DAB TESTING LAMB/ FACILITY. BE 2" To b° °p05 Rlos° � � REFER TO THE TITLE SHEET FOR THE CITY OF UNLESS NOTED OTHERWISE. 11450q PALM DE5ERT'S INSPECTION SCHEDULE. GAD RLE ALL BOULDERS, ROCK AND AGGREGATES ARE AVAILABLE BY SHEET NUMBER NOTE: SOUTHWEST BOULDER. NO TREES SHALL BE PLANTED WITHIN C.V.W.D. www.southwestboulder.com EASEMENT OR RIGHT-OF WAY5. L�l NO CONFLICTING UTILITIE5 WITHIN PROJECT AREA. pF 35 PLAN SET "E" 02-04-09 C.V.A.D. TREE C.V.W.D. CITY OF (W.U.G.O.L.S.) ALL TREES TO BE LOW BRANCHING 51N6LE TROOP- CITY OF SHRUB LEGEND: PALM DESERT RE&ION-6 LE65END OR MULTI-BRANCHED AS NOTED. 5W6Lc1 PALM DESERT RE67ION-6 SYMBOL DESCRIPTION SIZE/HEI6HT QUANTITY WATER NEED SPACING WATER NEED SYMBOL DESCRIPTION SIZE/MAX HEIGHT QUANTITY WATER NEED WATER NEED r--� ACACIA REDOLENS-'DESERT CARPET' I GAL 4 LOW 0.2 12' LOW 0.2 AC (SU P ) DESERT CARPET I8"-24" ACACIA AGAG I A CRASPEDOCARPA 24 BOX- LOW BRANCH 14 LOW 0.2 LOW 0.2 A PARTNM rec 6' LEATHER LEAF ACACIA 56" BOX- LOW BRANCH q MCHREM (D_AGAVE AMERIGANA 15 GAL 41 LOW 0.2 LOW 0.2 '-I5' LMro '-6' IO CENTURY PLANT 5 W4� " %M AGAVE GEM I N I FLORA 5 GAL 10 LOW / MOD 0.5 4' LOW 0.2 0 ACACIA 5TENOPHYLLA 24" BOX LOW BRANCH 2Q LOW / MOD 0.5 LOW 0.2 TWIN FLOWER AGAVE 3 5HOE5TR1 N6 ACACIA 25'-50' a NDSCgpe AGAVE DE5METTIANA 15 6AL 61 LOW 4' LOW 0.2 AW(24) �QF'G`� Murpf, -1 # AGAVE 5'-4' D I ANA 24„ BOX- LOW BRANCH 3 LOW/ MOD 0.5 LOW 0.2 �9, PALO BLANCO 15'-20' W e �� ALOE BARBADENS I S 5 GAL 44 LOW 0.2 4' LOW 0.2 Ag sig„at„re �-ALOE VERA 51-41 ALB I Z I A JUL I BR I SS I N 48" BOX- q MOD 0.5 MOD 0.5 7-31-10 BA I LEYA MULTI RAD I ATA 16AL 36 LOW 0.2 1 .51 LOW 0.2 SILK TREE 20'-50' * � e � Date DESERT MARIGOLD 18" 4-2 " BR(24) BEAUCARNEA RECURVATA 24" BOX- 51 N6LE TRUNK 5 LOW 0.2 LOW 0.2 °F AU) @�- BOU&A I NV I LLEA "RASPBERRY ICE" 5 GAL 50 MOD 0.5 5' MOD 0.5 ° BOTTLE PALM 15'-20' BOU6A I NV I LLEA 5'-6' T-esK'24) BUTT A CAP I TATA 24" BOX- SINGLE TRUNK 45 LOW/ MOD 0.5 LOW 0.2 ::ccc c-co, -- GALL I STEMON V I M I NAL 15 LITTLE JOHN 5 6AL I-75 MOD 0.5 6 MOD 0.5 �c�7 t r s DWARF WEEP I N6 BOTTLE BRUSH 3 P I NDO PALM 15 a-e exc s - �e-j": ..,- C-c --e- .use c-c F,... GG 5' `�(° pion)CEREUS HILMANNIANUS 5 ROOTED CANES -74 � CAE5ALP I NEA CACALACO 24'' BOX- LOW BRANCH 16 LOW 0.2 LOW 0.2. LOW 0.2 36" BOX- LOW BRANCH PERUVIAN TORCH I GAME MINIMUM 2' TALL GA5CALOTE 5 »ee e--se. IS -18' AT FULL GROWTH 15, dy`_y^ y- V,yvy_` -e-cc, nov- e V,e r t.yr- r CF(36> FLORIDUM 10 LON F- ec ex " --e.rCHRYSACTINIA MEXIGANA 16AL 575 LOW 0.2 24 NOT ON LIST 56 BOX-1 ^ -. . ze- ss -s-jrr DAMIANITA 15"-24" BLUE PALO 15'-30' e -.C I STU5 PURPUREUS 5 GAL 151 MOD 0.5 5' LOW 0.2 ORCHID ROCKROSE 3' �'0 GALL I STEMON V I M I NAL I S 56" BOX LOW BRANCH 14 MOD 0.5 MOD 0.5 G P CORD I A PARV I FOL I A 5 6AL 55 LOW/MOD 0.5 10' LOW 0.2 BOTTLE BRUSH 20'-30' LITTLE LEAF CORD I A 5'-6' HESPERALOE PARV I FLORA 5 GAL 215 LOW 0.2 5' LOW 0.2 DS (SEE PLM) DALEA SP I N05A 24" BOX-MULTI BRANCH 26 LOW 0.2 LOW 0.2 ° SMOKE TREE 36" BOX-MULTI-BRANCH 18 RED YUCCA 2 _3 10-15' DASYLIRON WHEELERI 4' 5L 151 LOW 0.2 5' LOW 0.2 C+(•» pion) CHAMAEROPS HUMILIS 56" BOX MULTI BRANCH 4-7 MOD 0.5 MOD 0.5 DESERT SPOON ° MED. FAN PALM 24" BOX MULTI BRANCH 14 O 1DOIDONAEA V I SCOSA 5 6AL 2q MOD 0.5 8' MOD 0.5 8'-12' (F)-HOF SEED BUSH 10'-12' U(36) LA6ERSTROEM I A I ND I GA 56" BOX LOW BRANCH 1 O LOW / MOD 0.5 MOD 0.5 Uc ®- EUj GH I NOGAGTUS 6RU50N I I 5'' D I A. MIN. 573 LOW 0.2 3' LOW 0.2 15'-20' GOLDEN BARREL CACTUS 2�_4� GRAPE MYRTLE o FS FOUQU I ERI A SPLENDENS 15 CANES MIN. 251 LOW 0.2 15, LOW 0.2 P"`'°o °�") HYBRID WASH I NOTON I A ROBUSTA 10' B.T. (BARE ROOT) 27 H 16H O.�5 MOD 0.5 OCOTILLO 5' TO C1' TALL MIN. MEXIGAN FAN PALM I5 B.T. (BARE ROOT) 24 BARE ROOT 40'-100, ' P�•� °") P I NUS ELDAR I GA 56" BOX LOW BRANCH 8 MOD 0.5 LOW 0.2 o (::D__LANTANA GAMARA VARS. NEW GOLD 16AL 158 MOD O.5 6 MOD O.5 ° NEW GOLD LANTANA 2'-5' AFGHAN PINE 50'-60' _ CO LANTANA MONTEV I DEN515 16AL 31 MOD 0.5 8' MOD 0.5 °p (X)-PURPLE TRAILING LANTANA 18"-24" �(°�plan) PROSOP 15 6LANDUL05A 48" BOX LOW BRANCH 3 LOW / MOD 0.5 LOW 0.2 � � TEXAS HONEY MESQUITE 56" BOX LOW BRANCH 18 co d � LAVANDULA AN(5U5TIFOLIA I GAL 4Q5 MOD 0.5 5' MOD 0.5 20'-50' C.V.W.D. cc o �-- LAVENDER 5'-5' CITY OF (W.U.C.O.L.S.) O O z LEUGOPHYLLUM GANDIDUM 5 GAL 141 LOW / MOD 0.5 5' LOW 0.2 �) NE LEGEND PALM 12ESERT REGION-6 = W J O SAGE 3' SYMBOL DESGRI PTI ON SIZE QUANTITY WATER NEED WATER NEED co a Q ac v NASSELLA TENU 1551 MA I GAL 501� LOW 0.2 2' LOW 0.2 f BOUOA I NV I LLEA 'SAN D I EGO RED' 5 GAL. '7 1 LOW / MOD 0.5 MOD 0.5 O a) 2 MEXIGAN FEATHER GRASS 2 0 OD BOUGAINVILLEA (STAKED) 12, O.C. W W Z o OENOTHERA BERLAND I ERI SPEC 105A I6AL 84 LOW 0.2 4' MOD 0.4 - 6EL5EM I UM SEMPERV I REVS 5 GAL. 163 MOD 0.5 MOD 0.5 W G O CO V CH I HUAHUAN PRIMROSE 6 CAROL I NA JESSAMINE 12 O.G. Z Z 043 Omj OPUNTIA EN6ELMANNII 5� GAL 14 LOW 0.2 1S LOW 0.2 - O a ENOELMANN'S PRICKLY PEAR 4 -51 ROSA BANKSIAE 'ALBA PLENA' 5 6AL. 157 MOD 0.5 MOD 0.5 LADY BANKS' ROSE 12' O.G. OPUNTIA BIOELOVI I 5 GAL 54 LOW 0.2 3' LOW 0.2 ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE L 16HT1 N6 LEGEND a TEDDY BEAR GHOLLA 4'-5' ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE SYMBOL. DESCRIPTION Q � ©-PENSTEMON SUPERBUS 5 GAL I�fO LOW 0.2 5' LOW 0.2 LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. I I OV. 51 6N L 16HT c Z SUPERB PENSTEMON 2 -4 FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE - 1-- 0 P F EACH SPEC I MEN. FOR ALL TREES / SHRUBS 24" BOX AND s I I OV TREE UP-L 16HT `W U. ROSMAR I NU5 OFF I C I NAL 15 5 GAL q8 MOD 0.5 6' MOD 0.5 U1� ONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. 1 I T ROSEMARY 2'-4' LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT OV. B 0LLA RD LI6H � Cl)z MATERIAL � Z THEVET I A PERUV I ANA 5 GAL 44 MOD 0.5 14' MOD 0.5 DELIVERY TO THE 5I TE NOT PREVIOUSLY APPROVED, OR NOT THIS PLAN REFLECTS RECOMMENDED L 16HT FIXTURE n W ® YELLOW OLEANDER REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. a LOCATIONS ONLY. THE OWNER SHALL HAVE THEIR } W 8 -1O ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, ELECTRICAL ENGINEER RECOMMEND ACTUAL FIXTURES. p AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL CC W ® YUGGA BACGATA 15 6AL II-7 LOW 0.2 6' LOW 0.2 ADDRESS CALIPER, ELECTRIC ENGINEER SHALL BE RESPONSIBLE FOR ALL HE 16HT 4 WIDTH OF TREE / SHRUB. W _3 3 ELECTRICAL DESIGN AS NEEDED TO MEET THE CITY OF -j O < BANANA YUCCA ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION J a � � AND INTACT LOWER BRANCHES WILL BE ACCEPTED. PALM DE5ERT'5 LIGHTING ORDINANCE. Q Q ;t a YUCCA ELATA 15 6AL 7 LOW 0.2 10' LOW 0.2 AL PLANT C7 G H LL O SOAP TREE YUGGA L L NT MATERIAL SHALL MEET THE AMERICAN NURSERY NOTE; W Z U STANDARD ANSI 300 AND ARIZONA NURSERY 15A STANDARDS. TREES AND SHRUBS WITHIN SGE EASEMENT AREAS HAVE BEEN DE �516NED AND SHALL BE MAINTAINED 50 PLANT p = Q �_ _ZINNIA GRAND I FLORA I GAL 131 MOD 0.5 1 .51' MOD 0.5 MATERIAL SHALL NOT EXCEED 15'-0" MAXIMUM HEIGHT. a �"" ~ V PRAIRIE ZINNIA 10" REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR AND NOTE: MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT NO TREES SHALL BE PLANTED WITHIN G.V.W.D. � DESCRIPTION MATERIAL. EASEMENT OR RIGHT-OF WAYS. NOTE: MASTER NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE NO CONFLICTING UTILITIES WITHIN PROJECT AREA. LEGEND G/7"7' OF PALM VE50RT C 1 TY OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE D ESKNM 1 N5PEG T T/ON 5GHEVULE NO - MAINTENANCE SCHEDULE $ 6U I DEL I NES ESTABLISHED IN THE G 1 TY OF J.L. PALM DE5ERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT These plans have been re,,iex�ed by the Coachella Valley Water District in MAWN J.L. REFER TO THE TITLE SHEET FOR THE CITY OF EDITION. \ / p, T E accordance with Water Code Title 7. Division 1.Chapter \rticle 10 8, Section PALM DE5ERT'S INSPECTION SCHEDULE. GROUND CO Y DR R 65597 et seq. requiring efficient landscape and imUation design in cooperation %%ith P.M. the local governing agency(Cm or Counn-) ".-\pproyal of this drat m_*by CVWD staff does not constitute approval to encroach into district and L SBR Rig is-of-\\ay SOIL AMENDMENT NOTE pp _h °"� 10/25/05 SYMBOL DESGRI PT I ON O � S r R 1 G Trees,plants,walls.and permanent structure of an% kind may not be planted or installed in CVWD and LSBR easements or right-of-xya\vothout first obtaining an )M NO. 11430q AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS encroachment permit from CV\VD CAD2i� TH I GK LAYER AFTER COMPACTED D Fl�E ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED DECOMPOSED GRANITE. ALL SHRUB DATE WATER�I_\\_\GE\fE\T SUPERVISOR TO THE G I TY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. NO 5YMB0 SHEET NUMBER THE I NSTALL I N6 CONTRACTOR SHALL INSTALL ONLY THOSE SOIL BEDS. "NEW CALIFORNIA GOLD" , AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE 501 L 5/5" MINUS WITH 11 5yo F I NE5. CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR M - G ROCK. L 2 TESTING LAB/ FACILITY. AVAILABLE BY KR(760) rt44-1036, www.krcrock.com OF 38 SHEETS PLAN SET "E" 02-04-09 Spy . u OgE.OR/yF. PI A SO DRIVE r x IC 40 _ _ a • ■ a W W " x AT KAN INSKY a - s - a "- s o a - $ E 11 s ■ a � x ■ a - ° s W s s ° x t W ° : a ° - ■ _ A PARTN�S,F1C s ° " ° s s LANDSCAPE ARaiTE(?5 Opp) ■ i ■ ° ■ ° W 4A.-.5 c 34A7 COAST FlCt1WAY,SUTE 200 z DANA PONT,CALFORNA 92629 < (949)443.1446 FAX(949)44337631 ■ o■Y ■ - Ru E a a DSCgur« W tn V RMEER WAY N N P a s >: s s a a a - s - > Signature =. 3 7-31-10 Renewal e /,'f' //GEF;AID FORD / ', GERALD FORD JK - tp Date �Q KEY MAP PROJECT �rF OF CAUF N.T.S. LOCATION T-ese , cN--zs _ �c -y sCec _�t-cr UT/LiTY SYMBOL L�GFN� o,e e :xc `, : Yu, -s ^ e s & ti�u-chf. - -(®}- 5CE POWER POLE z� s -e es- tc we-e e--c-ec. —e--, - k e .,crt. s p 'ec exce:_ +w- -er De- ss . =_-S�rr 0 E : - 8 g 10 1 UP z ..... ...... . . - - - . . . _ S1 I O I r S-7 1 ui S-8 1 rO CIQ - O O n, - .- ._y .- sn..c _ _ Vim- .. "o ��,¢ r . . .. _.... , ♦ , , /- . , a i I 1� co �. n w > M cc i ... ...f ,l > ,. >. > a,. 1 <.., f \/fir _... {, ., r • 'V.,. <. n);� L/t•_c' . x )., ..,.. i , .♦ Oco ♦.� .lea.. {�s s�... . ,. .s •..� l'.a. ...�. ,,., .,. ... ,.,., .g,:.. ,);, is z. E-" _ - ..... .......... .. :. t�- ® £�"moo W zv S-19 scE "TRAIL" s-18 GERALD FORD DRIVE S-4 30' SCE EASEMENT � O O � = WHO � � V V w Z � z 00 G d O m ,* 3 O m _jN Qm C4.0 NOTE: \ TREES AND SHRUBS AITHIN SCE EASEMENT AREAS HAVE BEEN DESIGNED AND SHALL BE MAINTAINED SO PLANT MATERIAL SHALL a I NOT EXCEED I5'-O" MAXIMUM HEIGHT. Q ♦ NOTE: � Z REFER TO SHEET ML-I / MASTER LEGEND 1 „'` FOR ALL CONSTRUCTION LEGENDS AND NOTES. W O 11 12 ui NOTE: 13 � , v 1 NO TREES SHALL BE PLANTED WITHIN C.V.W.D. E— Z LbIj1 I EASEMENT OR RIGHT-OF WAYS. � Q .1 l _ g W 1 .► .__...__ s NOTE: a 0 1 _ ___� Qs--1 _ -_. ._ 1 s NO CONFLICTING UTILITIES WITHIN PROJECT AREA. W 1 spa CC UJ 7 I1, - _ Q u 00 ....... -:.:.. .. ...... ...... ...... ..... ...... _._._ ___ ...�_�:._,.. :�,fC � I� _I ... ........ __.... .._KKt3_-..._..... .........>t --:--'-- —-.ate .—:zua� .... - ......_.. ----- ------ ----- _-....._ s........._ .__.... ............. �.__.. _.___ ..:':i• '_.C_ r.." �I. �*- �t� �� ,r,_ -. [ ._...ts _._-_--. _.... -.... .. ........... __ ........KKK ..Kann.-::-:::::::� ...-. — ....auas :....... '...-:-=�. =�._ h h ��s `e , i :. / �p W ; 1 mr'4 a r \ CL , , �s = .. :'�. F...♦T.. Tf>. ,. ,..F.�'v: x., ., r1,... l y.v /.. \.rr.� .... — i .' i i y ` ,. i ♦ 1 f _ .. D I N i i - o , - o ES FTI y _.._ ._._ _. _. :: ,. , .. r ♦ � CONSTRUCTION : a s _... { » r. __.. - - _... _ .. LAYOUT 71 3 ; .�: 5 1 >t<C_:♦ £,. \ .. .fir ` ^ p ® (,2!>``,h✓� K- Y�y r.'♦ N3r: lr 1 ® O 4?r.i::J' �,� ( {�j� ..5^y'."r� .y. <>'s`, fed r<` '3F�`f, ?S. ;c q /�'>i`^�:r Kk'K ♦?:c�.�`' � '� 4 'f.2 HT`� R�' �.'Y` ✓L�M�ijJ \� < :. t-r, .,s,n: s,. S�.a:. KtE.,,'i -.♦ s ,$'€ - L."i/ .`<..`a`�sYf ;i. .tf < ; . 1 J L DRAWN SCE "TRAIL" GERALD FORD DRIVE S-19 S-4 30' SCE EASEMENT 1 J.L. � CHECI® P.M. DATE 10/25/05 !OB NO 11450G CO ROE SHEET NUMBER 0 1 20' 40' 60' 80' NORTH Liiiiiiiiliiiiiiiil 1-6F 55 SHEETS PLAN SET "E" 02-04-09 s _ PICA 0 DRIV HOR f�R C O - R ` - R _ KANDINSKY qy R ; g R a a • C a •� R A C = a = = q - ! PART►BM INC a _ R a R a W QiTECTS e 1 a z 34197 a - _ _ W DANA COAST WNWAY,9JM 200 a R c (949)443-1446�")4423g1631 • @ R R R R i R a a a R �. a g R , a Ru a E 1 R a Lp 4DSCgp c A A a a a 3 R R a ' a G M Murphy Fq'A �C VERMEE WAY - _ I� ~O �j- N P I i� .a_ _c R R z a a - R ' Y cr --i - g Sgnatve GERAID FORD 7-31-10 - FORD w_l_ al me— KEY MAP - qrF M OF CAUF� N.T.S. PROJECT FR LOCATION se UTILITY SrMBOL LE 0"e --e ex' -7 S ;, t rc LEND �.e �e ex= Ye �e-t, _ Vu�:hy --®— SGE PONER POLE c-C --e, -se _ F� s'-- :�e r� s-e c w^c f,-e, we,e d e 33 „ r P exc _ r_ S^e- ss o - —e,s ,y u� 32 31 30 - 29 8 7 t I E r t 1 - ; f i f ' 1 _.._ 1 r� t S ....... 1 i It 7 .': , 1 �.,, a� _,:. . S-4 - Vf , ;rr-..:. ,,�' �- .-•ter:�� - oC _ . _ .�'-t ..._.... ..; -_� _._..- ..-..,.C/$.� i`:S ..'.C. :-: 'y-•- :.,"."Y'.'.'. .�,' .sty ..,--; - -. --:i ---,>�.. _ ...-.�. „:::'.�: JIM mw:_::� -.>•F'::: '..-�amx:..::,gy�. .�:_: -s-.-- .. �:::��-__. ._.. 1 � �: 0 wm .._. QD r. O s o.. n , O O 0 1 : -w, , f • , ® - se.. �X Ix •7 i 0 E�- n r ..................................................... _ ,ws.:-c ',;'sue ,.Y�_xY ` _ � d . r < OD SCE "TRAIL" S-19301 ........ GERALD FORD DRIVE � SCE EASEMENT ___ __.. _____.__ _ S-18 SCE "TRAIL" I . 20 30' SCE EASEMENT 0 H Z _ uJ0 co) G V 0 z OD W WZ0 W � 0coV Z 01 � N 3 NOTE: O LL m a v TREES AND SHRUBS W I TH I N 5GE EASEMENT AREAS HAVE BEEN DESIGNED AND SHALL 24 BE MAINTAINED SO PLANT MATERIAL SHALL 25 3 ►� 22 26 �E NOT EXCEED 15'-01, MAXIMUM HEIGHT. W 21CL NOTE: Q t ! E F REFER TO SHEET ML-I / MASTER LEGEND (n 1 OR ALL CONSTRUCTION LEGENDS AND NOTES. 0 U. I` 1 S-1 NOTE: W J 1 1 - -.... _... __... ._. __ _ _ .. _. _. _... _.. _. SHALL W ...� ;..: ...... ...... .._ _ _... ..__.. ._. -- ' - _.... . . __ .. ES SHA BE PLANTED W I TH I L� co U ;I- S-7 ENT OR RIGHT-OF WAYS N G.V.W D _ _ .__ THE � EASEMENT �-- Z � t i 1 S-8 CONFLICTING UTILITIES WITHIN PROD NO PROJECT AREA. uj ^ _ _ O - o _ - - oQ _ o. J - -l. ♦ M .- CL wzo N r , : i : o , o : �_r s i : _ o . r •c s.'- �.. . .._....._....,.� ....�..,_,-...... - ..: :: :.�,,, .ii�.' ,a,,((��.?�:s;,.. � �' : �:' ,,''��.�., .fixy"�.,•y`.�'��.' �.s..,♦:s,aw-S.�F:,...;ui :: .a.. .. .:t' -� '^^'-i `a. e- - L" .�.r..... i1 1EET Gn�117 ........................................ - . ONST�R+�7\�U.7pCit lT IO N S-4 N - I S-4 LAYOUT � ® J.L. SCE "TRAIL" 30' SCE EASEMENT GERALD FORD DRIVE 1 DRA 1 VVPI J.L. P.M. DATE 10/25/08 SCALE: " = 20' 'OB NO. 11430q GAD FILE SHEET NUMBER 01 201 4ol 60' —2 80 NORTH OF 38 SHEETS PLAN SET "E" 02-04-09 SNO PICASSO DRIVE _ i v AY z R a IC �0 a - a ....................... ss>r s� sf t Issl s•" r KA D S A s ! a a .. . r! esb i s� ss♦ es� s� s� s� s� N IN Y �— _.._� ................... - s _ ! ..... -- \ s s ��G e �9/ R s R s ! s W LANDSCAPE ARCFfTE�ZS �NC s s -6 s e s s R _ s s D COAST H�i1MAY,S1JfTE 200 m s F W DAM PONT,CALFORNA 926B s n 'w3 g s c 443-IW FAX(949I"331631 R O - W 2 c� Y i ! Ru E a a v r �.ND SC,q p, a s R i a s ! s a a - �c. Murp}� 9 �o*l�q` - _ - \ 4 V RMEE WAY U N P _ 16 / � • . . . . - - - - - W a � Ilature Y<* 7-31-10 �' r 16}6 alewal e GERALD FORD GERALD FORD i Dote �\P• ; KEY MAP PROJECT re of CA��F cy O N.T.S. LOCATION r r O CCICC— cc - 2o�-s° o UT/L/TY SYMBOL LFG�ND °3,s- sx� �-er ^ Y�� s ,e Joy r- F...,r', v 6 SCE POPER POLE - ^e , rr _ � p-c^ -ec exce:- w�--er� S-4 ce- �55 lei \ \ d 17 5-16 ? \ ... . . S-8 lOf�� \\, a Y,\`` .. ♦w. ♦ ' fS t i _,. . ' ♦¢CO 'cam ?, i Era l ,st v \ ♦ \\ _,_ : S-7 As co Y CL 18 f 3y3s w Wcr d O 0 I-1_' S-1 d > V , , f ' / W Lu Zco O 0 a Z056 N S-7 '\N / �-� NOTE: O a. coa �. S-8 ' / o \ I� TREES AND SHRUBS WITHIN SCE EASEMENT _..... AREAS HAVE BEEN DESIGNED AND SHALL - SH L r, MAINTAINED SO PLAN TERIAL AL r 1ul 19 1/ NOT EXI GEED 15'-O" MAXIMUM HEIGHT. I CL - _._- x o ♦\ NOTE• 0 REFER TO SHEET ML I / MASTER LEGEND (n O uLi ir` .o .... FOR�o_-------- _. ALL CONSTRUCTION LEGENDS AND NOTES. ". l i ', � �' �., •• ,-. - � �:it s J �' ;,� / NOTE: W � /^J NO TREES SHALL BE PLANTED WITHIN C.V.W.D. S <; T-OF WAYS. - � � EASEMENT OR RI GH NOTE: W -•-ODD -- �Y_ :3 fY a.a �, h N ��'v>.>��7�'ft�b��.S�'>Y>�•.r��,>�,\ y,�,5t-v�.�SF/:Ji�,<li .�-'u�'1. NO CONFLICTING UTILITIES WIT HIN PR OJEGT AREA. � M uj v. ; ;., \. r;..z"\\ r s;kUs,�_.,,,` \�.t�,. fit. , a.. :. :rv _ O'y f/ ymY. 0........0 __._. r. o ,� , y; o C3 ..... . , ;\ WZVO ' r- , : c' - , 1 - _ SHEET DESCRIPTION i h ' s i „ k CONSTRUCTION 0 -- >. : - � � •� �� r. �:� ,�, LAYOUT K, a> _ :� _... :ri6�, ..:, Y..... ,. ,....x.', .,:. `, f,:.::• s. -.:, > ->s s'.ss.: f .... ...... ...... ... ... ...... .-,.._ ...... ._ _.__ ____ .---"" __ _. -_..... __-.._ ...,, ._---_ .----.. .._.. .... . ....... ..... _, ... t DESK�lED J L _. ___ ._. ..._ ..._ .._ ._ SCE "TRAIL" 30' SCE EASEMENT 1 S-4 J.L. ..., _. .. DRAWN ............... ...__... ,.._;............. ............. ...................... _-_----- CHECKED P.M. 1 S-19 GERALD FORD DRIVE 1 1 S-18 ATE 10/25/08 1 1* NO. 114309 Jim SCALE : 1 " = 20' GAD RLE SHEET NUMBER al 20' 40' 8.1 NORTH L- OF 38 SHEETS PLAN SET "E" 02-04-09 _ ___ __ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ o .riln, - Sy0 u RF O., PI ASSO DRIVE c X R R R R R 3 - 7 ? i - G� i i - R " IC El,.0 _ _ _ _ _ _ - g s G R = R R a _ KAN INSKY AY a i - a _ I � R a i t ^. t i R A v i i R ^ a ! f be 8 _ a a a i _ t I i` i i IJN�S(J�PE ARQiTL{T3_ 8 i '� i i TICS,VlC uj _COAST_ 200 11 .MAT . _. . __.. ..- :. . ; - - i ClM1A POINT.COY FORMA Sr1629 s s OPJ a _ a R t i t R GHLINE - SEE ®FLOW- RIGHT € i e a a i a R i _ m m m m m ti, t� ems.. tom ...._...'' �j"Ian hilt t� t>a r t� t� t� t� t� t� i a . a s i l )4431416 FAX(949)4431631 .....I..........----_.__.._...... I I R 949 t < I I , -._ R R a s t t ��O is : , : .._. . ...... - S R R R t : . : : . ...... ....... ... . � * : : . a �� i I i � I . _=� ..... ...... � I �! 1 I I 1 1 "'A : : : _... - R A a w " i o U I ...". I �____ : . i : �u = �MDSCAP ' ' O ` ° i R R R a a R " a ° i a a t (�-:, ,�� Q Murph Fq f 3: 16, _ • J R e i _ GM y: .-.^ <� I t a a a a « a < _ C _a R r^a R a : �% �� +1{) U i C7r VERME R WAY N P _q a R t t c : s a a a - Signature � I O - - - - - R f R g 7�g-31-10 p s �' GERALD FORD # Renewal E .. GERALD FORD ,. . , f PROJECT _� )'- -- KEY MAP � 3,. � � F C A L1 F 21 _,:, LOCATION i j , � ,� E N.T.S. -- ,, 1 ' 6" L.., ! x . ......_ , R_ , k, i '-� ` , �` , ,�" Tese w ys , s S-4 �,�� „ F v_- CC� y See ! �rS ,fit�� ..._ . `�� . ♦ O.a aXC .5r.. ., ..'tf . �" UT/L/TT SYMBOL LFGBND :y ��,>n _ . _ — _... __ ...... . _..... .... .. �3 ...._ '' ,,... _ .. ,es-•_-ec .- . vN ;r F^ .. _ _ _ �} — 5GE POMR POLE 3, � � k O TC.HL GL — — \ mm t� tir t a�a m A m. a �Ri " e i1 r _ �,e.e .e a .t '^ , A t ' .,,' 'z^. �.� E :x i ' � Pam.. _ .. �X ?�. A't.-el' —— ....... ..... ...... ...... _" `� e ^ --- —_. ...... ..... ..... ... . ....I _. S & _ .. , {( T , ¢ 11 mpiG RI t - di € ' , . - S6 L , 7 f4 S-1 I 10 ~ S-16 z I , I �.� _. (j( 5 �._ - ~ 11 22 __ i } a L� �' � S-7 •' 1. , fish s..4 :m-t Y ?�.e .j ....._ M 1. � 1 y 4, I ! � ; f rA \ O �� ,' A 1. r 8 6" 1 _ - ...-. _._ .. . ) ;� �� •_ 8 �u S-16 ' fit _ ,`Sw.111.� `2� Sf-�i: k .{ '' 18 % ZP,� " L:. E i 3s�`d , % t C. >w __ . ....... ...... .:. , C R {{ j,l S-8_ 7 i j0 I �4 _ - , j3. fir. �.' H '.F, y. ' 4 "' i'; (y h �'}j1. :) 1 c ♦ .�. 1 ,, Y p e yr:: �`�5� In:"�. � 7 �y �(�l G �a f C 7 S,� OXr 5Wx� � 14' co L(�D co } //\\``j��JJ i 11 .4 f i. 0 I i 2 3 � _ _. �, , S 1 Y� i O i s`; AQ I i o _ �v % a ,...: ' V _.. , 6 I Z I � r Y vQ, ...` j O O 11— : y �. � 1$' = W Z , _ , - iO - - % i % ... ...... ...... ..... ... \ Q 1. _. . iil F _.... _ _ .................. ....� ._... . . .. : : Y ... ....... ....... ...... .... __ _..i. , -..I } I S 4 � 0 V �. I Ifi� � :��-: " 1% . Oz 2f § .... _. __ I , O -- , co 14P --_. I "II Lu -- --- - : z �_ O o 30. m .... W \ 18'-0' I � Z O I �!��j � �� , 1; , � : . I w : , ' 10 o NOTE: 3 mJ � 19 m a .. �' ® TREES AND SHRUBS WITHIN 5GE EASEMENT a rt W , , a AREAS HAVE BEEN DESIGNED AND SHALL O L ,. A. W ', MAINTAINED 5 PLANT MATERIAL SHALL.i BE ... U NOT EXCEED I S'-O" MAXIMUM HEIGHT. ui : t :, 0. : k � NOTE: : o x - ,1 ' , 4 , - REFER TO SHEET ML I / MASTER LEGEND (. Z 24 ,E �� q �� 1 �: z � !! 1� �11a ,. ' ; ' ', W FOR ALL CONSTRUCTION LEGENDS AND NOTES. 0) 0 - r I = LL' W t , �zz NOTE: W � � ui 11� ITHIN G.V.W.D. a ;,, � . "_. I ,. __.- I .-_. *, tEASEMENT OR RIGHT-OF WAYS S i i Wco NO TREES SHALL BE PLANTED V I , Y Q _ . - MF ._. . 3 ,� . 7�Ii :. NOTE: q uj - - ,, 1. ; 'I , ' ' ' \ o NO GONFLIGTING UTILITIES WITHIN PROJECT AREA. 1 J M�/� ....... _ .-", f : 1 � '� _ - _ - i � ' J u. _ _ _ W $ � ��v ,. ,{. _ J .. .. I...... .. ......I ....... — _.._._ i y mc� L , f -+- u .. w U a k S-s Q o I S-16 ' , � Ill- 0 ' WZV � I I y o = GC � g � 0 ;,E 9 6 I�' I I ' i �' S-7 � ' , 8'_8" SHEET DESCRIPTION 1. 0 S, 1 N 15 _: , WAI x 1 . '\ S6 I,i i - I 2 O h b C ION,I � � , ONSTRUCT , _ `` ' LAYOUT rs z, i ,.". j t3 DE.SKNED ;�£ _ J.L. r4 � t' 8,_6„ i -_.,. DRAWN J.L. t ' 1i l'$ 1 \ ,j�l �'>I I [.-V (: 1 i ' t , I ....... .. .. ...... —- ,...-.. i e , 2, ,.� ( t ) 1l P.M. -_.. ... , .. _..... - .... . ..... ............ __.._._-----. l ! `, , r:.<<3tt r t 2 e� s.. .. w, ,, �,- tl !i;i � '.� \ �.: ... ........ 1.( . y j1 _� tisi..m...a� -�s• t� t� A'j ? / tom:jam ._...sill a� t� t� t� t� t� s• t� ..... ', �;: e�a r W... .. . ... ..........._ ___ ..� MATGHLINE — SEE SHE — a3 % a�.sue a� a� a� t� t� a� e, t � ;'tom mio m i $ t� t� 430q .... ry ; MATGHLINE — SEE ABOVE— LEFT ' II SCALE : I 2O -- = RLE ... ... ....... _.. . _.._ _..... . ...... ..... ._ _- ... ....... ...... 1 y y - SHEET NUMBER . im . O' 20' 4O' 60' 801 NORTHI --=- CL,iiiiiiiiiiiiiiii,4_ . OF 38 SHEETS PLAN SET "E' 02-04-09 . .,• � sH�f�R- PICASSO DRIVE IC �EK�O KANDINSKY AY g a s s s e a s s R a ° ° _ R - A PARTNERS,INC ! sARCHITECTS R D 34 LANDSCAPE FK;FWAY,SLIM 200 DANA POINT,CALFORNIA 92629 (W)443-1446 FAX tW)443-1631 s R g Y RU E s a �NDSCq ° o. Murp/�l I qP V ME WAY U R N N P ` -' -\ `.• Y i _.. a - A - Y $1gf10tllfe 7-31-10 0 ._ _. erxwl e � .• t NAH S ;_._ ., ... \. ".,:... ,... "��_ �•.� _._ , RALD FORD DI HOR GERALD FORD � DRj E s, a,P q U qTf FOR _ - _._ PROJECTKEY MAP OF�A� Co _ LOCATION _ _ , �Jy .• _ __.... ._ _ N T.S. _ • _ _ t 11 r r ;_ ' Y f ` `__ <a.:.x are .^e .. �_ _ _ , t f _ t -. `,/A A _ • t IC • _ UT� l r7' S BOL LFGF D �. __. _ _ _ _ ._ _ O E _ .. �. V _ 5GE P VVER P .. .. -ea _ �,- c� t-e� ' rG C r p 5 S8 *ere ., _.,.. ,,,.. E— — T l F .,.Y l ....- ... , \\ . ': .. , .. . `. -♦.. ♦ 1:h F: } -'ay �' .. -Y %` 1, \ ('O^ «rye, 2 \ S7 ' ,- ,:♦ __ \ ��` :♦ \\ ��, � r, per -s � - ''\ � h — , i ! ♦ , • ! • , , ; • , ♦ \ , - ' O>, ♦ _ _ ! ` ♦ , 12 , \ , S-11LLJ i Zo co co ui , _ \ \ \ ►-� O O 9 Ic S5 � ,' O � p OD _.... \ \ \t o W LU Z O v ud Z O o NOTE: Z to x co = O � TREES AND 5HRUB5 WITHIN e�CE EA5EMENT 3 ^ aMD /-L� AREAS HAVE BEEN DE516NED AND SHALL O r ? l 8' g,= BE MAINTAINED 50 PLANT MATERIAL SHALL NOT EXCEED 15'-0" MAXIMUM HEIGHT. x l f W t w NOTE: >r IL REFER TO SHEET ML-I / MASTER LEGEND Q �_ M �i FOR ALL CON5TRUCTION LE6END5 AND NOTE5. (� Z co NOTE: O U. NO TREES 5HALL BE PLANTED WITHIN G.V.W.D. W - EASEMENT OR RIGHT-OF WAYS. _ NOTE: cc � U HZ NO CONFLICTING UTILITIES WITHIN PROJECT AREA. (nq J W E �, S-16 W p .........._ JQ $ � _ 15fi 6" I € t & co , H O I O WZU �_ E I I Jay t t7'/ � S-5 � a H Fes- C� G � a3 3 SHEET DESM N # } z .... r r CONSTRUCTION 1 . ........_ t S 4 LAYOUT � ! DESIGN® J.L. 3 ,Y DMWN J.L. CHECKED P.M. , DATE 10/25/05 E t I ':_. . JOB NO. 11430�i SGA1.._ I " = 20 ' CAD ALE MATGHLI MIN5) SHEET CvL_ ``., € SHEET NUMBER _ L-5 20' 40' 50, N O RT H OF 35 SHEETS PLAN SET "E" 02-04-09 o��h 3y ORe I A SO DRIVE c - : a as �• _ s � G_ Elp - � R x t - e K NDINSKY AY r 7 =' R - e 8 9 a a aRAWAIERSAAMW A PMTNIMS.INC LANDSCAPE ARCHffECTS s a TE 00 DMA POINT ULFORNA 2 (949)4431416 FAX(949)4431b31 R R a O S-2 �jTI E S R R R R - R ' - Z - cwi a ;R a E ; a \-NOSCAP a s a a a a b R z S W 7-31 n V ME AY 5 7-31-10 Rene+d Dote GERALD FORD GERALD FORD IK l Date �P � S-8 qTe 0 F KEY MAP PROJECT F CAI.I S-8 S-7 LOGATI ON .. �� N.T.S. S-7 z i t y _A a ;, f r x� ,-rese c»' z _ tr e 7 } h. t� d xs t re e exc s tie - --e UT/LiT7' S1'M�OL LFG�ND F� -T-'s 3c Y ' SGE POME:R POLE Jc;G c Ea es h -c -he, y /cl .. :ec exc_.. M' .^ S S 1 ''` - _ r-- e c _ • s s $ _ SRO S-7 y v -- � \, ^ V i , _ .- : ��--.�,A , 1 �::;C.. ,,.�...-i. �i,_, �2.'3' � .::•Y' Y;'. .I,^`Y ".?s• � � .Y��. no o : . ;,L; " � , $ ..w m. , S-12 _ - k : Z `- �, yam•-} tz , �_., . % - g-� S-15 :. - ' w a.� S-13 A• C co S-12 3 � ; � a co d � ♦ I _ > JO ♦ ' ®o S-2 jr♦♦ r _ Q Q U\ oo S8 h V) aU , , : ♦ �� \ - S7 Oct . ♦♦ x j , Z WujZ � ♦ f - - -- _ O ♦ � ' �f _ ..... - -- - _. . . .. ...... .... ...... - __- ; S1 W Y % , }3;t _.--._ ..... ....... ........ _ ............. .. W._ N/a� 0. v ♦ ' � � a LOT Y - a� a. s $ j � O • � , ��; � ' RS-12 NOTE: NOS*%�,♦ yff ;' ETENTION BASIN TREES AND 5HRUB5 WITHIN SCE EASEMENT ?Y rt ui AREAS HAVE BEEN DESIGNED AND SHALL D ..._......-....... \ 0. NTAINED 50 PLANT MATERIAL SHALL ♦ '% \ \ >a-, r; � BE MAI S � ' "NOT EXCEED 15 -O MAXIMUM HEIGHT. Q — U Z : , � d NOTE:•'Y O f/ ♦ \ J ..- ; l H REFER TO SHEET ML I / MASTER LEGENDU. b _ •. ��;�,�.'� �'. ., - �.. Y- o � . - �� . ��;.�. FOR ALL CONSTRUCTION LEGENDS AND NOTES. I 5 w \:.�_ : t ...- -.•,' - - :;�� -. � "i � '_.k a:,:: ~�> -:.• - ..>.. . .�a"�.. �+. 'ems:,c k v NOTE: � Z _ � Q NO TREES SHALL BE PLANTED W uj ♦ - .: EASEMENT OR RIGHT-OF WAY5. all « W :- NOTE: tea. W _________. F :-- ,._- � NO CONFLICTING UTILITIES WITHIN PROJECT AREA. W AA c F�1 W (L fi .. J J "- tS• 1� .... .,. x .., 19 v ♦^ v! co U. 0 F- O _..� ....:, „__:_ '� �-m-F>., - _ .N��'s�`.__�. ,,.' S � k>b a`<��?--r� a-�'-F"- :b>:•-. 'M'Y"£ --"�'�"''?.• ",�"r' +3 � � � r f, } ^I Y tt ,iy 11 _ a c,. S-12SHEET DESCRIPTION t _ , s - MICHELANGELO GATED $ ` CONSTRUCTION 1 ENTRY SEE OVERALL SITE o� o wt LAYOUT MAP FOR LOCATION '` s-7 ® J.L. LOT 49GiECKED S-8 J.L. DATE 1 O/25/OS 106 NO. 114309 - L 2 caw FLE SHEET NUMBER CLm 01 20' 40, 80' N O RT H 6 OF 35 SHEETS PLAN SET "E' 02-04-09 15q' "70' 24'-6" 20' SUh A4B h4JRPW!PARTNBtS,INC. I 2 LA?C6C 4 - An ARCF TECTS 34197 COAST HK;HWAY,SUITE 2W 2 _ (949)443.1446 FAX(949)443.1631 ............. .......� i:� :_ ........... Th 1 _W w .�W e Gal .... .......... . ..... € _ �NDSCgp f - _ - - 1J W _ �Aur q .. :: m �� .► ... ....... w G 1.....:...,. 1.. C' ._: ..... .: .. 4 . _.. -OB T ELEVATION VIEW 1 3 1 srq Dote 26 5� 26 50ALE: 3/16" = I'-O" rFCF CALIF ^ese _'cw ^;s e^^ cr -he cc-_ ^y ^y scec`-co.o^s c e '^e e x c .,save procer,y of LEGEN17 =c �c ', ens c 4p - s ', .es-r c t e d c t e I• MONUMENT PILASTER- REFER TO DETAIL ON THI5 SHEET. 4. PROJECT IDENTIFICATION 516NAGE- LETTERS BY OWNER- NOTE: REFER TO STRUCTURAL 3-y -c s-e c- w- c, t-,e BACKGROUND TO BE 5101LIAN BEIGE 18"XIS" TRAVERTINE ENGINEER'S DETAILS FOR FOOTING we-e c cc-ec. ;e-se, -ec-c- 2. TALL MONUMENT WALL- REFER TO SET ON 45 DEGREE ANGLE. 2" TRAVERTINE BULLN05E TO SIZE AND DEPTH, AND SIZE AND Te:^cc, ^ ✓w�c e o c ^s DETAIL ON TH15 SHEET. BE SET AROUND SIGN AS A FRAME. SPACING OF REINFORCING STEEL. ::,c- .. .ec exceo- 2 y w---en AVAILABLE BY VALLEY BUILDING MATERIALS. e-- ss ° &c 3• LOW MONUMENT WALL- REFER TO DETAIL ON THIS SHEET. "----e-s `.A -chy, Irc. STONE VENEER TO BE "ELDORADO STONE" , "DURANGO" GAPS TO BE 4" THICK P.I.P. NATURAL GRAY CONCRETE WITH A WASH FINISH. TOOL JO I NT5 ON WALL GAP a 2' O.G. 1�fONUMENT ELEVATION z 2' X3' O 7 in <t a I cc "1. 4 THICK P.I.P.NATURAL GRAY I CONCRETE GAP WITH q 2 WASH FINISH X - 2. HORIZONTAL REINFORCING 1 a I = 2 STEEL. REFER TO 3 STRUCTURAL ENGINEERS a a d �� ❑ q - -1 DETAIL. a a 2 ❑ X IO 3. STONE VENEER- ELDORADO a q � �. 4 .. < "DURANGO" ° 0 - � a M M 3 4. 8" X 8" X 16" PRECISION O 2 _ 6 m BLOCK �' aOD aco 4 5. VERTICAL REINFORCING 3 a z I -III. _ I=I ' STEEL. REFER TO a co - 5 STRUCTURAL ENGINEER'S � W � a =I DETAIL. Z C) j - ad 5 -III- 6 6. FINISH GRADE ° 4 O O LL �lu w III 11 = W O Q 8 - - REFER REINFORCING STRUCTURALCONT. a 6 Q U SGTI ON I 4 �ONTL ��TI ON -I =- ENGINEER 5 DETAIL. a a U FE(I� TO �TRIJC. DETAI oo a J - - O t/� Z W 8. COMPACTED 5UB6RADE d _ z I I -III- = O co REFER TO SOILS REPORT N < Z I. 4" THICK P.I.P.NATURAL GRAY 5. CONCRETE I - 7 REQUI MENTS.COMPACTION W Q 1 I a a _ 7 W Z m CONCRETE GAP WITH FOOTING q. 4" DIAMETER PERFORATED III ° I ad 0 0 c WASH FIN15H 6. GROUT BLOCK = ===I = = DRAINLINE. WRAP PIPE IN - a a - 5 Z Z 2. STONE VENEER- ELDORADO to 7 FINISH GRADE I I I I =1 1 8 MIRAFI FILTER CLOTH SOCK � Q N III AND ENCASE IN I GUBIG 8 O a a 00 "DURANGO" 8. COMPACTED 5UBGRADE �R To FOOT OF 5/4" AGGREGATE _ - - _ - - - GRAVEL CONNECTED TO 3. 8 X 8 X I6 PRECISION q• DOOR KING, 1550 PG PROPOSED SUB-SURFACE -� BLOCK PROGRAMMABLE ENTRY sTRucTvw4L EN6INEER'5 DETAIL cl DRAIN SYSTEM. SYSTEM OR EQUAL. SEE UCT. DETAIL 4. REINFORCING CONTRACTOR TO PROVIDE 10. WATER-PROOF MEMBRANE, SECTION STEEL. REFER TO SPECIFICATIONS. LOCATE BELOW GRADE. 11 n STRUCTURAL ENGINEER'S I _- 1 -O DETAIL. NOTE: REFER TO STRUCTURAL NOTE: REFER TO STRUCTURAL 5. CONCRETE FOOTING ENGINEERS DETAILS FOR FOOTING WALL SECTION ENGINEERS DETAILS FOR FOOTING I. 4 THICK P.I.P. NATURAL GRAY 6. GROUT BLOCK 51 ZE AND DEPTH L 1AND 51 ZE AND SIZE AND DEPTH AND 51 ZE AND0. SPAG I NG OF RE I IVFORG I NG STEEL. I =I -O SPAG I NG OF RE I�IFORG I NG STEEL. CONCRETE GAP W/ WASH FINISH -7. FINISH GRADE Q � 2. STONE VENEER- ELDORADO 8. COMPACTED 5U56RADE coOV ®J LOY `I ONU �NT Y �4ALL DURANGO � 0 3. 8 X 8 X I6 GMU q. STUCCO BACKSIDE OF WALL � U. COLOR TO BE FRAZEE "COACH HOUSE" W 4. STEEL REINFORCEMENT- q• PORTIONS OF WALL RETIAN. W J REFER TO STRUCTURAL DETAILS REFER TO ELEVATION. cc co 10. 4" DIAMETER PERFORATED DRAINLINE. Z L 67 NZ� ARAP PIPE IN MIRAFI SOCK AND ENCASE IN I'FILTER FOOT W I. MONUMENT PILASTER- REFER TO I J OF 3/4" AGGREGATE GRAVEL a W DETAIL ON THIS SHEET. a 2 CONNECTED TO PROPOSED X SUB-5URFAGE DRAIN SYSTEM. LIJ 2. TALL MONUMENT WALL- REFER TO 3 •J J II I1. WATER-PROOF MEMBRANE, LOCATE W a 8' DETAIL ON THIS SHEET. BELOW GRADE. J U a 12. LOW WALL- REFER TO LOW WALL 10 3. LOW MONUMENT WALL- REFER TO r ° DETAIL ON THI5 SHEET. co co U. I 2 s DETAIL ON THI5 SHEET. ° 40 q W Z V O 4. PROJECT IDENTIFICATION a 6 ,� O = � SIGNAGE LETTERS BY OWNER- a a V (BOTH SIDES OF WALL) BACKGROUND TO BE 51GILIAN a _ 12 BEIGE 18"XIS" TRAVERTINE SET ON = Z I I =III O HEFT D IPTI N The G ller 45 DEGREE ANGLE. 2" I=III=I : a _ Ponderosa Homes i TRAVERTINE BULLN05E TO BE m SET AROUND SIGN A5 A FRAME. ~ -� ° I-III- - CON- AVAILABLE BY VALLEY BUILDING W _ a a _ 5 _ _ = II I I m = �a�N MATERIALS. w I=1 1=1 p III 4 1J1 1 11 ELEVATION VIEW STONE VENEER TO BE ELDORADO - - - - I � (-I -� STONE" , "DURANGO" - - - 4 DES® JL SCALE: 1/2 = I -O SGTI ON-11 EFE�i�' TO '6TIzJ�. D 'TAI' �. I 1111 I I I I -I I - MAWN GAPS TO BE 4 THICK P.I.P. I NATURAL GRAY CONCRETE WITH A CHECKED PM WASH FINISH. TOOL JOINTS ON 1. 4" THICK P.I.P.NATURAL GRAY 5 8 DAfO/2S/O8 WALL GAP ® 2' O.G. CONCRETE GAP WITH . CONCRETE FOOTING S�GTION q WASH FINISH 6. GROUT BLOCK N.T.S. . STONE VENEER- ELDORADO -7• FINISH GRADE - Stre 2 5 etsca e NOTE: REFER TO STRUCTURAL "DURANGO" 8 COMPACTED 5UBGRADE CAD RLE . ENGINEER'S DETAILS FOR FOOTING 57ALLE00N5TDET SIZE AND DEPTH, AND SIZE AND 3• 8" X 8" X 16" PRECISION NOTE: VERIFY ALL SIZES AND DIMENSIONS SHEET NUMBER SPACING OF REINFORCING STEEL. BLOCK NOTE: REFER TO STRUCTURAL OF FOOTINGS AND REINFORCING STEEL 4. REINFORCING ENGINEER'S DETAILS FOR FOOTING w/STRUCTURAL ENGINEER PRIOR TO STEEL. REFER TO SPACING OF REINPTH FORCING STEEL. CONSTRUCTION. CDml STRUCTURAL ENG 1 NEER'S DETAIL. C I7 I NAH SHORE 1�11 C HELANOELO ENTRY S I &NA&E 4 MONUMENT F LASTER 1 .21 TALL MONU1 �ENT MALL OF 38 PLAN SET"E" 2-04-09 SUMAAHtS/MURPFfY A PAR7T6LS,INC LANDSCAPE ARCHTECTS 34197 COAST HK;HWAY,SUTTE 200 DANA POINT,CALI.ORW 926B (949)443.1446 FAX(949)44331631 O k,NDSC4pf N'. ► Phy 9,QC' o� �o S� Uj cr wwb- 7-31-W 1 # Rennod Date `!}9 Date 1 5 I I 4 5 4 I TFCF CAL(fDEL ^ese crcw'^7s c/c- _^e Cary ^ spec fcc- c^s I 6 I b I 3 c'e�-e exclus e crcce'-y cs (� t^eir use ^c — 2' s^ol be r=s- -ted _ 3' 2' .. s--e f whi ey we-e c'eco'ed. -e—use, re---c- -.. .,..b ..ct'c by _ P ^ 1 :. �,.s .....;. ... .... ......:. ..... ... .. ..,: � r,:. :err ` `,,. ;r. .♦ 1 i§ r..cr 13 i I _..:. I 0o a a a I I zo o$ N W NOTE: e LEGEND LARGE MEMBERS AND RAISED a 12 I. GATED ENTRY PILASTER- REFER 5. 4" TO 6" STEEL MOUNTING POST NOTE: PANELS TO BE FAUX WOOD GRAIN TO DETAIL ON THI5 SHEET. GATE CONTRACTOR SHALL PREPARE NOTE: REFER TO STRUCTURAL 00 >. PAINTED. IRON PAILIN65, BIRD q (0. HEAVY DUTY HINGES SHOP DRAWINGS AND PROVIDE TO 51ZE AND DEPTH, AND SIZE AND a ENGINEER'S DETAILS FOR FOOTING � GAGES AND SMALL MEMBER G W ATE 2. GATED ENTRY ALL- REFER TO THE OWNER AND L.A. FOR REVIEW. 51 � cc FRAME TO BE PAINTED FLAT BLACK. 10 DETAIL ON THIS SHEET. "I. GATED ENTRY WALL- REFER TO SHOP DRAWINGS SHALL ADDRESS Io SPACING OF REINFORCING STEEL. I _ ALL IRON $ STEEL SHALL BE DETAIL ON THI5 SHEET. GATE FABRICATION, AUTOMATIC, GATE co TREATED, PRIMED 4 PAINTED WITH OPERATOR TUBULAR STEEL PEDESTRIAN GATE OPERATOR EQUIPMENT $ WITH 2% 4" 4 6" TUBULAR STEEL 5. FINISH GRADE / SURFACE ATTACHMENT, K105K ENTRY KEYPAD, ELEVATION VIEWO a CURRENT "STATE OF THE ART" FRAME AND 3/4" PAILINGS. GATE LOOP DETECTORS AND ANY SCALE: 1/2 (n PROCESS AN9 D MATERIALS THAT LIMIT TO HAVE H/C APPROVED KEYED a. ROLLED CURB ADDITIONAL INFORMATION AND �jJ H GRIPPING, RUSTING AND PROLONGS KNOB, AND BE SELF CLOSING. EQUIPMENT REQUIRED TO MEET FIRE 2 Q LIFE EXPECTANCY. 10. COMPACTED SUBGRADE DEPARTMENT AND LOCAL / STATE O O H 4• TUBULAR STEEL AUTO GATE5 WITH CODE REQUIREMENTS. JUL Z 2", 4" 4 6" TUBULAR STEEL FRAME 11. "BIRD GAGE" DECORATION = W — 0 AND 3/4" PAILINGS. > JU Q � V ' 12. FORMED AND RAISED METAL G _ PANELS co 0 co Z W O 00 0 3:: < 0 W Z O o OmJc 0. 0 a .. F-NTfizY &ATE ELEVATION w a a Q 2' sQ. ol 1 1. 4" THICK P.I.P.NATURAL GRAY ° 0 5 =� CONCRETE GAP WITH a I w LL ZT WASH FINISH w Q 2. HORIZONTAL REINFORCING a: Z U 2 2 STEEL. REFER TO I J �- STRUCTURAL ENGINEER'S CD cr. 3 DETAIL. X 2 W x ca d 5. STONE "D RANGONEER- ELDORADO 3 G o 0 w 3 4. a" " X 16" PRECISION t- 4 ...::.....>. c. o ... .: d . .:........ . . . .:. ._ ... .: . Jaffa ° O° ° o as •..e. o 0 d .00 0 0 0 00 0 00 0. . r • O °moo &off �o&o P�'� °moo Po 4 5. VERTICAL REINFORCING (� co co U. ° o — STEEL. REFER TO 1=� = 5 DETAIL. ENGINEER'S. LAJ w Z V O -� —� — _ O 1�, -SECTION —I I I z6 6. FIN15H GRADE a� H 0 5 II I I �A d —oil • - 4 _ III= - 7. REINFORCING STEEL, CONT. ° — I = =1 = — REFER TO STRUCTURAL v Q SHEET DESCRIPTION Ns ENGINEER'S DETAIL. w t- w IL I. CONCRETE BAND WITH STEEL A5 NEEDED. = a o 5. COMPACTED 5U56RADE Q =_ = b CONSTRUCTION REFER TO PLAN AND FINISH SCHEDULE. = - REFERCOMPACTION — — = 4 DETAILS TH I GKNE55 REINFORCEMENT TO OR RELATIVE- _ REQUIREMENTS. SE G T I O N— FR TO S�TRl)G. DETA I I — BE E5TABL 15HED BY SO 1 L EN61 NEER. - I ,I_ I I-all JL DRAB 2. SAND SETTING BED = _ _ _ _ 5. CONCRETE UNIT PAVERS (SEE FINISH —1 I =1 '- ' ' I 8 I. 4 THICK P.I.P.NATURAL GRAY SCHEDULE) CONCRETE GAP WITH 5. CONCRETE FOOTING JL REFER To WASH FIN 1 SH 6. GROUT BLOCK PN1 4• COMPACTED 5UB6RADENI N REFER TO SOILS REPORT) 5'i'RUGTUFtAL ENbINEER'S DETAIL 2. STONE VENEER- ELDORADO -7. FINISH GRADE DA� /25/08 5• SUB-BASE MATERIAL (REFER NOTE: REFER TO STRUCTURAL "DURANGO" 5. COMPACTED 5UB&RADE ENGINEER'S DETAILS FOR FOOTING Mpg NO. TO SOILS REPORT / TO BE ESTABLISHED 51ZE AND DEPTH AND 51ZE AND 5. 5" X 5" X I6" PRECISION Streets�a e BY THE 501 L ENG I NEER) 5PAC I N6 OF RE I I`1FORC I NG STEEL. BLOCK NOTE: REFER TO STRUCTURAL ��pp flfl N4LL SECTION ENGINEER'S DETAILS FOR FOOTING ?ZNCON5TDET 4. REINFORCING 51ZE AND DEPTH AND SIZE AND I =1 -0 STEEL. REFER TO SPACING OF RE&FORGIN6 STEEL. SHEET NUMBER STRUCTURAL ENGINEER'S DETAIL. CD,111111112 ,4 N7ERL0GK 1 NC, WAVER'S S GATED FNTitY V�ALL 121 OA777ED ENTfiRY F I LA57ER of Be %ims PLAN SET"E" 2-04-09 surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. Alternate method, after initial set, surface to be washed with a diluted 3. Posts, Plates and other at- rode connections to be Redwood, Western Red solution of muriatic acid and water, and brushed to reveal surface lines. Cedar or pressure treated DouglasFir as shown on the drawings. Surface must be continuously wet to avoid acid burn. G. Glean-U 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and p strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles - I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. Al I Sk)WM8Wh1LWW A PARTNBLS,INC site. hardware material to be galvanized. LVCSCAK nRaHnTcTS MW COAST WNW^SUM 2W Not all finishes included In this s ecification sheet ma be Included 11. BLOCK MASONRY p 9 0� � uu 5. Stain and point - as selected and shown on drawin s.- refer to finish schedule (mot a4�u� FAX t�)+�� as part of the finishes indicated on the construction ploe finish schedule Scope of Work - Provide all labor, materials, tools, equipment, trans ortotion and but have been included for "bid alternates" indicated on finish schedule pp 6. Concrete - Class A minimum 2,000 PSI at 28 days. or to provide min. specification for builders "option" offer to its buyers. necessary incidentals for the completion of all block masonry as shown on the NDSC drawin s, including but not limited to the follow(n V� qp 9 9 9` B. Rough Carpentry ��,� 0. ►4,rp,,y Fq,� I. CONCRETE I. Set all posts, beams, rails and framing plumb and true to line as shown on tip Lys A. Materials the drawings. W Scope of work - Provide all labor, materials, tools, equipment, transportation and I. Slump block units meeting grade A, ASTM G-cIO, concrete block units Grade � necessary incidentals for the completion of all concrete flatwork as shown on the A, ASTM 0-10. 2. Connections - make all connections as shown on the drawings.5pl(ce lumber drawings including but not limited to the following: at posts only. Utilize all nail and/or bolt holes for all hardware. 7-31 A. Materials 2. Cement - Standard Portland Cement A5TM designation G-150 Type I or 11, IK I. Cement - Standard Portland Cement, per designation G-150 of the ASTM low alkali. 3. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., Tqr Dde p 9 where surface contact is provided. E'0 CAUV Type II, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's 3. Sand - Glean, well eroded ASTM designation C-144. Report for Recommendations. 9 9 4. Post base - set post column base as shown on drawings, providing minimum '�ese c-cam � s c^c%cr ;�e 2. Aggregate - A5TM ecification G-33 3/4" maximum size. Decorative I" clear all sides from finished post base to top of paving. cc o-^ce ,y rg scecr cc?e^s 4. Water - Water used shall be of potable quality. ---e ;-e ex��si.e P-ope-:y aggregates or pea rock as shown on drawings. Fine natural sand, well graded = /s Me-s ur-z-y. 5. Countersink Halls and bolts 1n all locations where surface contact is c ;he- -se and conforming to A5TM 0-144. Refer to finish schedule on construction plans. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM provided, i.e., bench top etc. `__;o-c FJ` designation A-165. _ ^cl s�t_e `c-ce ; tee � �^ �� 3. Water - Water used shall be of potable quality. G. Pointing and Stain *e-e c-ex-ec. Fe-ise, ec - 6. Concrete - Glass A concrete minimum 2,000 PSI at 28 days. I. Fill all seams and cracks with Latex caulk and/or w .. wood dough to insure on _-•c, or ✓L.' cnor 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. e;-oc, r "rc a o- cc--, 7. Mortar - by volume, freshly prepared, uniformly mixed in ratio I port cement, c.c ^;ed excec, by w deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh ASTM I/2 art lime putty, 4-I/4 arts sand, conformingto ASTM G-270. Omit lime �e1_ ss en rrc^- Fc-s _ A-4q6, size where shown on drawings. putty if plastic p cement is used. 2. Sand smooth all exposed surfaces is specified as 545. e,s rr�. ryC. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethofoom as indicated 5. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts 3. Prime all painted surfaces with one coat primer. on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. 1/4" deep minimum where shown on the drawings. I. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joins shall be level. Headers and corner units to show D. Protection and Cleanup 7. Gold Joints - Butt type, butt type with dowels. Screed key joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on 1. Protect all existing work from paint overspray. on the drawings. the drawings. Z 2. Upon completion of work, remove all scrap wood, debris, materials and O C. Reinforcing tools from site. N 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcing. Refer to V. Metal Work L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown on the H cl. Curing Material - Hunts process MD7C. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: Q conditioned concrete by L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials indicated on the drawings. E. Grouting of Masonry I. Steel tubing in sizes shown on the draws g in s A5TM designation 500 and/or 10. Color Conditioned Concrete - 'Chromix' admixtures for integral colored 1. Grout all cells with vertical steel solid as shown on the drawings. hand forge d, cold rolled wrought iron inizes as show on the drawings. concrete by L.M. Scofield Company. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be he" duty. 2. Grout all cells below grade solid. Refer to construction details for "specific" hardware specification. II. Dust-On Color - 'Lithochrome' color hardener b L.M. Scofield Company. �� y p y' 3. Provide minimum 5/4 between steel reinforcing and blocks. 3. Concrete - Glass A concrete minimum 2,000 1`51 of 25 days and/or QD 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by 'For-Rock' as shown on the drawings. ab a F. Weepholes Q L.M. Scofield Company, or '51ko' surface retardant or 'Rugesol' as I. Open joint weep holes at 52" O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. M manufactured by 5ika Corporation. walls with I cubic foot gravel if shown on drawings or approved drainage 'Metallzing' or galvanizing or powder coating if shown on the drawings. B. Sub rode system per Structural Engineer's specifications. O _ B. Fabrication and Installation G 1. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints 1. Contractor shall make all measurement for fabrication in field prior to subgrades prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural starting work. a 2. Gut all footings in undisturbed or compacted soil. Engineer's specifications. UJ 2. Horizontal bars to taper with grade or step with grade as shown on the W 3. Place sand or aggregate base as directed in the site specific geotechnical H. Waterproofing drawings. Vertical bars to be plumb. Z report and installation recommendations. Contractor to obtain a certified 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. CC O O F.. copy from the general contractor or owner. G. Welding 0 Z C. Forms I. Gleaning 1. Welding to comply with the requirements of rtondord code for ARG and = LU J O 1. Use only finished lumber. Set all forms true to grade and position. 1. Glean all masonry work, remove all mortar stains. gas welding. Q > V U 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Weld to onlyclean, rust-free surface. co Q 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. release agents. 3. All welds to be continuous and free of cracks, craters and porosity. Tack O Q III. BRICK MASONRY CO welds not acceptable. W H D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and W Z C 1. Place expansion joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on 4. Grind smooth all exposed welds, match adjoining surfaces. Q 3 structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: lu 0 Go the drawings. 5. Plug all open ends and tops, and weld. 3 Q W N A. Materials D. Pointing J 2. Place control joint in concrete not to exceed a horizontal spacing as I. Brick or stone conformin to ASTM A-62 rode MN as shown on the drawin s. 9 0 a' a v specified by a soils engineer. 9 9 9 1. Prime all metal work with one coat Zinc Chromate primer. 3. Place construction joints in concrete where casting on concrete is to be 2. Cement - Standard Portland Cement ASTM designation C-I50� Type 11, 111, or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown stopped and subsequent casting is to be started. V low alkali single brand throughout. Refer to Soils Engineers report for on the drawings. Paint to be 4 mils minimum dry thickness each. recommendations. E. Concrete 3. Prime and paint per above, all field welds. I. Glass A concrete shall contain not less than 5 sacks of cement y per cubic and 3. Sand - Glean, well graded A5TM designation 0-144. W E. Protection and Cleanup and be proportioned to attain a minimum cylinder strength of 2,500 P51 in I. Protect all existing work from paint overspray. 25 days. Compressive strengths are to be determined in accordance with 4. Water - Water used shall be of potable quality. A5TM 0-3q. The slump shall not exceed 4". Refer to the site specific soil 2. Obtain Fire permit where required for on-site welding. Q report for site specific concrete mix specifications and steel reinforcement. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. 3. Upon completion of work, remove all scrap Iron, debris, materials and (U 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. Q accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, � � concrete A5TM G-c14. I/2 part lime putt, 3 parts sand, conforming to ASTM G-270. Omit lime putty W J if plastic cement is used. W F. Concrete Finishing cc 0 V I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 7. Grout - by volume, freshly pre ored, uniformly mixed in ratio I part cement, � Z �. edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cemen , 3 parts sand and 2 parts pea gravel. CONTRACTOR QUALIFICATION NOTE: 0) :5 and edge to on even hard surface. Score as indicated on drawings. Use a new ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-27 W B. Laying of Brick ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-5 manila hemp bristle broom. Brush markings on slab in uniform fashion perpendicular I. Lay all masonry straight and true to line with brick vertical joints plumb over a � to form edges and across width of walk / drive or as shown on the plan view drawings. each other. Horizontal joints shall be level. Headers and corner units to show ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED G-2q WQ 2. Rock Salt Finish - Tam fresh concrete with heavy metal rid. Screed with finished for where exposed. Joints and bond pattern to be as shown on W CC W p y 9 the drawings. Q $ straight edge to remove all irregularities. Float to a smooth surface, steel G. Reinforcing J trowel and edge to on even hard surface. Score as indicated on drawings. I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels J 0a Hand broadcast rock salt in even distribution and tamp in. Wash off concrete for walls and columns to be some size as wall reinforcing. Contractor to with enough pressure to dissolve rock salt after concrete has set. obtain Structural Engineer's details and specifications for all steel sizes (� CoM L and locations. Copy-to be provided to contractor from owner. o H O 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. () Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry W Z I. Use masonrysa for brick cuts unless specified otherwise. Bricks cut less surfoce, steel trowel and edge to on even hard surface. Apply surface than I/2 length shall not be used. Stone to be cut with chisel and hammer. a retardant to finished surface, prior to initial set per manufacturer's ~ C� recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Groutingg of Masonry Reveal aggregate by using water jet and coarse fiber brush to remove 1. Grout core walls solid as shown on the drawings. SHEET DESCRIPTION retardant paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 2. Provide minimum of 2-1/2" prout space between double brick walls. Provide minimum 5/4" between steer reinforcing and brick. CONSTRUCTION 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. SPECIFICATIONS Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproofin surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. depth below concrete surface. I. Gleaning and Sealing DESIGNED SMP 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed 1. Glean all masonry work. Remove all mortar stains. Remove alkali with solution DRAWN with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces if shown NOTE: on the drawin s. CHECKED SMP Apply color hardener Lithochrome by L.M. Scofield by the dry shake 9 SMP method using a minimum of 60 pounds per 100 square feet. Apply in 2 or 2. Upon completion of work, remove all mortar droppings, debris, materials and ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS DA more shakes and float after each shake. Trowel only after final floating tools from site. PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALM 0/25/05 while concrete is still plastic using imprinting tools to make pattern as DE5ERT'5 LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL Og NO. shown on the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY PROCESS. Streetsca e wax by L.M. Scofield Company using roller or sprayer. If 'Bomocron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and GAD FLE surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL Galle -Consts ee texturing the concrete. Color curing compound may be optional, as Including but not limited to the following: APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE SHEET NUMBER indicated on the drawings. PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER A. Materials(b. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, DEPARTMENT'S JURISDICTION. straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, and C S trowel and edge to on even hard surface. Prior to set, lightly sponge checks. Select grade or better where shown on the drawings. GONSTRUGT I ON SPECIFICATIONS OF 55 SHEM PLAN SET"E" 2-04-09 I Sys IRRIGATION MATERIAL LEGEND „ U f� PICASSO DRIVE s a ti' X A " R " N ? Ny 7 Y V�s = - SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL c �a . " ' " , - " c R - 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25 (0.5) 30 TRICKLE A 9 KANDINSKY AY a `' " ° - " a PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50 (1.0) TRICKLE a a s c s ' a g a ' o ' _ " _ PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES a = a ° $ „ " - 1.0 (2.0) UMBRELLA s $ a a c a s EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE ° t A s _ ' - t PARTA6L5,INC SIDES OF TREE TYPICAL. s op�` a - a " c r ' i ■ a W LANDSCAPE �R�^Y SUTE Z00 TS ' - R R Z NOT SHOWN RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B $ s a ' F a R s c ��-�CALIFORNIA1�� DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY g a " a R c R = •' a " a o NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B a • s a " c " ' R " ° . a ` ' ' o Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C f F �� - : _ . „s R E a a Lj DSCgp VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM o a a a " a a x " - " ' ° " 7 _ a ��k,�M Murphy �qpc PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. „ c a a x a a c-L a a _ ' c - = - ter' °� °� ® P.O.C. POC 1 - 3/4" DOMESTIC WATER METER WITH 1" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A v M E WAY N N P Q � -4i POC 3 & 4 - 1-1/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A a „ . . „ „ - - - a " c a a a c a a : a a : e ' 3 signature w 1. y _.. 71't 4 7-31-10 ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A i _`- / 1 I Il l e f f / T f( LO��O� Rq 'J Y/ GERALD FORD POC 3 &4 - 2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 1� Dote �Q ® RAIN BIRD POC 1 - 100-EFB-CP SERIES 1" NORMALLY CLOSED BRASS MASTER VALVE D qI OF-CALIFO�� O KEY MAP PROJECT POC 3 & 4 - 200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE D N.T.S. /� � LOCATION IM DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E O R� POC 3 &4 - 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2" SIZE These c^Cw ^�s . _^e . E ;.ccc ....� ^y -- ..c r s:e��' t�cs a�e :^e exc ..s :e c-ccerty �` ►.a WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F UT/L/Ty SYMBOL LBGBNI2 =0'S_-- & uu :�h, Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G cc:c V s^c`^�_ ��? FJy.-a 0- �5 tC s:e ., A^ c-� t-er RAIN BIRD 1X1-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H wee^c-e:c-ez. ;�e___e, ,e _ d_. ' _ cr. RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I -et^cc, ^ "^c e c- :crt. s © WEATHERTRAK ET PRO2 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J K ce._,-e-s^ & ^_ !- VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A PACIFIC PLASTICS PVC PIPE 3/4" - 2" CL. 200 AS LATERAL LINES 12" BELOW GRADE L PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L POC 3 &4- PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE CONTROLLER - - - - - PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M VALVE NUMBER PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. A20 20 G.P.M. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) L,M,N 1"-/ 2000 QTY. OF EMITTERS (IN DRIP ZONES ONLY) NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N VALVE SIZE Z Ln O 1 E Lai :I � : . I I k - . - CO } "� arc ..._... C 1 3 C2 5 - _ C3 14 _ ' .. 8 rr'.. .,, CO = ...... ......._ __ _ _ ....... ...... .. ........ ........ ...... .. ...... ... ... ... u: C4 1" 76E 1" 156E 1" 1 " _ J IN _/ N.pa .1. I...1 1.1-:�01.,:�..1-1,.,;II--'"�1j::.:::-.::I:I.::.II.�:-:�;K",I -::.1 1�.�1�.��,.�".,(.0".;:::;.:;:1;:.::,1::1,;:,,"I"'I., :�::..�.1.1 1*1*11.1%.1,.1.1�111.I 1*.1.11,11 111 11:....I....._�.�.,;�V`.,�...�.�..�.�.�.M;.M"11,��y,�..'.�I.'�-.:�:::::�:::�.:1:.:.:::."::�I::::��::�.ei:::::1::,1�;;:;.I.�I::1�.:_�'�.�.��:,7� .1 1-"..��11��_.�7��'�::'::��,��.�.::.�::::::."-1,�-.�."1. -...,.1:.��e:.:._-."�.:i,.:�.z�1:!.:�..-.1;��.;,�1.',�..�..,,�-.:�:,I��_;.:.:.:.-;'..�. :".".;_.�.,....'1.;..-:L.:.'.�..:..�1,.1,.X� I�4.::".i.:�,I.i.I�..-.�,:.:�!.!....1�i�,"1.�1�1]'1'�1],*:�.:�.��.1-:�1.:"�:1:M:�..,..��:�*,,,�.."',:_.M�:.�;I.�i"I::.,.,I,:".I I..I%._..,......._.Z,'.��f,,,$.,-,._1...,-.,*�.,-:,:�:*..*,.�:.I:*':�:.*.....,'i�,.":.,�,.:��;�,-�:�II:,!:��;'.-�,;.....:."�"�.......-,..!.-��-;.,�.�".;.,,."',.,:�"..�.;�.;.��_.s.,��,.s;.s.s,,,.',:'�`K:,,4�`7::�./ !,- _��.i_"":.,_I..:.'.,.",:,.......;.:.1,..,...�,..,,�.I'll,.._'..i.1:.11.:;,.:.::��,�..,I::.I.1.1�..,,"-,I,e'i;-�l,:,r�.i"q1I1-,..-,....-..o..I .-�:-�,::1.1.I I .-1.I-.I.—.1.i...�..—...i..I.::�.,1_..1%.,.....1. .I.'..1.:.-..::-:1:.�:�: �..:t.��...�.1 I 7...._ I—..��'�.Il...s,......111 ,if, - -....._...;..,'_..._1 ,�,I____:::.;.._-..-.._.:;:,..,...,...,_-_-17_11-. 3/4,I 11I 11 1114" 1114" .�.. .:.I.4-... -71II 1' W20X<W100 =a - V .._ ___l l- : :""..:.:.,.:.,k,�..�."s-:,.;.��,_:- :.�!�� ;"�;;.I;-j-'N. .:;�,L.,;�1;.1�"i,i:i:::�::;;I,.,;:�..;��.-s.S!��IV:;:.��,:�:�,,�,!�,o�,:-l.i��!:�::�:�: "!.:�. l...:.�:.j0::�.�._. ��...:.i..:-.�.'_:.',..."_�.,,.,:..",..::7 .�..:..-�.�..,..4.-...�_�,,...I...-�.,-.,..I.—..:,,—,� I......�...... _;,::.:1_............".....- ..I,.-._....1.1..1.......�.J.1.J1..1t...""I"""""-"" .I-----..�I... I�1!1- .-_.....�:I:—_::._...._' _''�_�_......1. 11,..-..._.....�1:.:1.::.::_,....:.:...,..I,...._""..",;`.l.1`.I.l...l 1l l.�.l..`...l..l;.l�"..:.:l.,1:,l .!;..i.,.:.-::.�..1.....1.../.4.."I"I6..V I-—,-�I 1....1..1.4. ,..1:.,. ,I�I-..�- "V� ,xm ........ ......... ... ..... __ Z ////f :',_. II :. ..,f ..._._ __. .. .. _........... „. ..... .. .., .. ........ .. ... .. ............ .. ... .. ................. .............. ... ;:..... 4.... ..... ............. ....... .... ....... ...f/l. /» .-.-.-.::314 ////////�:":: -_.Y/ll/A /f,, „ --.-...-1,//J/.1..//11N,i :: ------.///l. ,. f1.J.'.......: ...........///f,.,.,. ............ ........ .. ......... ...:..... ....f... ..... ,,,.,. .. . ......... .... .... _ ............. .... - ... ........ ..: .fit: »� .. ..::: ......... :: ..,,,,,,.0 ..::... :..........................,1!//l///. ......./../fii.l./f/b....:" .... ,.JIJ..... ... ...... ... ........ ..: ... ..... ... --11 ..-.- ....... O. '�, i: 1 : ' .<. .: 1 W Z 1 1 1 a.. ......... O11I 1.�3>�" _ _ 3t4 11� � V J 1114' T !" 1 2112 .�" J :.,. _ -.. . 21/Z' / I 0 Z ... 2112" _ O p - _.._-- W F- 1�<§C01-01I_ x. -, o co . . W : r . r ., ._.. / .. r.., / m p .. ... ......... ........ ........... ........ GERALD FORD DRIVEI W NOTE: 0. Q < I. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO . BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. (U X %F o I NOTE: W U. �A BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY. W I ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES cc CO 0 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT Z H; IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Co Q Q •,.. f / _j NOTE }- a W C5 2 C6 3 LU ...... .. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND G IM w :I 1" 68E 1" 156E .< I SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USER EASEMENTS OR W 11. RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. J Q J i1.;. : 11/4 ... I . 1 : 1' 314' .. Q .......,... .. ,,. .. ...f ,. f,.........:..:....:. ......hHlG///////////, .:....... .. .............:f....:.x :.... .,...». ,., »l f+..., e,1Hb111. ...........:.:.:: //////,W.. ... .,..::. ,.....:.:.... ...................,.:::., �� CaO . ...... ..................... ..... ......... ............ ........... ...... .. ... .... .... ........ / it ff / 1 1 .... U. '�4 1 W 1 SGA O 2 L z __�._I I:-:.�si._�:��-�._n,:1:.I.::1�.:-...Li:.i:_..�.1 l;,_.��,,..��.�.1�;_I�_`IIf.t oI.l.�:'..�:,",�,:..,-��....I.%,�:,,:"�:-:Ll1:............"...,........�:..�.-..�...�..��.,,..._,....I..._..............._.....................1;.1..11.�*11.11L 2.'.-....,.-....l-..-I.'.,11..........<................I..........I I..,�....�.�.-,..�."��..�1.�..L..._-..x_;�I�._.,:"_..�I,_�'.,-,1,._...�._.,...-.......1...1._.,-....,.v".................-.��,.,.I,,,..,:.,.,...:,L,.'.�..i.........L.-...I........�.,..,-�.:.�.I..:�.:-�.:�.�.�'.;.:��.�,';.:.�:.I!,.��.:.;.,..i�...�.�...�]..:,_1:,-.i.',::'�.�..,;..I,::..;:,�'.�:L.�l...:.L,..:;,;:i'.:.�.�ii:.__�,�:,]-,:-.�,::,:,_-,]�_'�::,_-�:..,.'.��I L,L�_!-J-.��;'..,..Le";,.i._,..,.:e��:. ._,/.-,,..,_�. II �...�......,....:..... ..,�_,�..�,.w'.j"�"��.,,i."�.,.-".�.-,.1.r_�_.!,-�,,I� _.'.�,-"'�I�-,:-.'�1,.i.::: ��:::i �'_�:i.�:_.._.'..._..._,..._....,,. '--_.,1-1��%��%'::1�..1:L,1 1,:.:f...,,..:�,...�..�:..�...,!.!:;._..1."1:..:..:..:,...P..!......�1..3"....�1..'!�,.�:.:-,:�,:::�.�::��,.:,,1�L:.,,1'�....:�.1�.�..,-..:.",,..."g�."�-.".,..,:.."_I."�.,,:.";"-*."-"�""I",.','�:�".:'_:I-.,".� I�.�,....�...,.I.-�,..-�.A."-".,*v,,,, ,,L. , *.,....._...,.. ..L.-.'..�.."'..,' -...�-�1":..:..:,.': ...:.I.:,...'_..__I...-....I..1..,....�.1.,.I...I.1....-...�.".1.1.:.!.d.1._11._1.1..1.1..1.1..1I.I...1.".1-.,......"`...l-I.l...�......�_1..*...*...*1..-......1,......-...I.....1..*-..*1...-..*1......*1.*... ..."..`.......:......i..,....-.-...--.,..:....-�...,I,..—�I..-I,,�..�..�..1�,,..1%..-..�1-'.,7�� ..�:.�:.7,I�%..��.'U.-.�.�.�.�.�..�.�.,.,-.I._-..%,:�;.1�:.1.1x'-...,. .;...I,.�.:.::;:.:...�,.�..�..:�..:��..,�,;�%..t-1.�...1.-��.",�,�...,1,�..�-,.r..'I.,1,�.?L%,�.,,w.3..,.."...',,.-.�..-.�.i";=..�,-. .1,..!.!..."..�I:.�._.L�,:.J::7:L'�.:!.!��.�::.".':.:'::--"'.�I_:-.,'"..".,,�-"..,...,..:...-�.:.'.1��..1 1.7....-...�.L.-..�.-.....1.....I.........1TL:.:�1 1:_-::__Y:�..�1�,.�..-_:.,.-....��--I��,".._,,�,_- _:,:I:_�_.::_.:.:II.__�_I:....I.�".1.I'.�'.L...I...-1.�...-..�1..._I._.,..1._..,"._.:......_...�.....,..-...,.,".".....,.�.... :,II,�".�..,."..-..,..,*.!.*�,.:.,*,..1*.4..,*I..i..,..-e...�.'.�..."4-..,.._."I'.:.....,_...."4-.�".�'-...L7.:�..,:1-;�:-,._:":�-..:...'`,.;..IL..L,q-.1.�!. :.,1 :"�:..% :.,:.1�;�,..:.__,.1�ft..,.1.1 _1�,1,.7,%'.��.,,.�_.��.:::_:'.�,. _�w:1,�.'"m,.-. ':1-.,:<.:".:.:,...:...�i.�..,..�....��":'-..�.�..� -.�_......-..�..,.. ..�._.,._L, ."..L'.LL..."..1. .:�I-.��,..:_ --�:."11 1�'1:..�.L.-.'..:..�."I...: .:,.'�.,*.-�..,..._.�. . 1.: . .�..L 7..L� L.,�..e._;d:;: 1.i:,1:'i1-: I., -_.:.1:�-.._.�..:�._..,._IL. .L._...._.-.�J..:.1..�1�1.-.;....1.1-.1.�... ..-........... r I..-.: .*..1.. ..9:..:..*:��:�;.*I:.: .....*.I ...;�..E..I_ ..: ...... .... --_ I. , l ll_....,.. _ �-" 2112 1" :. _.. . I 21/2" 2112" 2112" DE$CRI N �---�" EET _ NORTH ..._ ,,:::. _. ,I O' 20' 40' 60' 80' .. .._ ON J .. .. :. ' __ ` _ ...... . - _.:... ._.. .. :. ;, .... ......... . . :. -.. .. ._..... _......_ - .._. _..... .............. PLAN 1- ,: ,;, / . .. .,.. 1 ._.. .. _. -. :, :.:...:.. .. . .. r ... ....... .. , ..... ..- ...... ___ .......... .. ..__. ._...... JL ,1...:....... ..... . __ __ __ ....... ... These plans have been reviewed by the Coachella alley \' ater Dutnct to ___ IN, T E accordance with Water Code Title 7.Division 1.Chapter'. .�rncle ]0 8_Section $$�,q _ _. _ GE j� LD FORD DRIVE _... ....._.. ........................................................ .... . .. .. _ .... ........ .. .. ......... � � R 65597 et seq. requiring efficient landscape and imgation design in cooperation%N nh �� v lac the local governing agency ICitv or Counn 1. 'ApproNal of this dray.mg be C\AN D TK staff does not constitute approval to encroach into district and L SBR Rights-of-«a% DATE O G Trees,plants,walls,and permanent structure of any kind may not be planted or 10/25�08 S T R I installed in CVWD and USBR easements or right-of-waN without first obtammu an 12SA05TK08 encroachment permit from C\'XN'D JIM NO. I I45( � sweeney + associates CAD RLE IRRIGATION DESIGN AND CONSULTING DATE WATER NiANAGENIENT SUPERVISOR ISOR California SHEET NUMBER 38730 Sky Canyon Drive,Suite C Murrieta,CA 92563 CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR 951.461.6830 p-951.461.6850 f I P�i . email@sweeneyassoc.com www.sweeneyassoc.com Murrieta,California-Austin,Texas Ft.Lauderdale,Florida 11 OF 38 SHIES PLAN SET "E" 02-04-09 -— _____ — �� IRRIGATION MATERIAL LEGEND . - PICASS DRIVE _ SYMBOL MAN UFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL : : _ �" _ . fl - A F R a S - 7 7 Y C.i Iak9y 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25 (0.5) 30 TRICKLE A IC . _ - a a ° , ° °PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50 (1.0) TRICKLE - . - a iICASSO DRIVE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES KANDIN KY AY a a _s R - 1.0 (2.0) UMBRELLA__1 - _ _ _ _ _ - _ _ _ � EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE s s s ° gSIDES OF TREE TYPICAL. a a R s : ° _ " .riln, IC �� _0 � f I _ _ _ I a ( I s I e d PARTN9t5.I�1C NOT SHOWN RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B s o -, ° y9� a ° a ° I ° Uj 34197 OAST�Ay SIJM 200 IUNDINSKY AY _ - DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY s 9 ° I a R R - aPpn►r.cxro�►rA s2629 ")443.1446 FAX")443.1631 P$ P P - Y NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B e a . a a I e - a I og : _ : 1. R a s O TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C - s I " F I I R a - s ' a a - 10m = " " VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM Y ' - E �NDSCgp m - " � � PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ^ a a I ^ a a x I - : Misr Fq V . . m n " o ® P.O.C. POC 1 - 3/4" DOMESTIC WATER METER WITH 1" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A a a a a a I a a a _ _ .o`F o, W ' - , r � " POC 3 &4 - 1-1/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A - I �NP w gyp` � " Y RU E " VERMEER WAY 4i rxiture --I " a R m m ® C.V.W.D. - 1" R/ N/A ^ - - - - - a " � x s s a • s a a a s - >' 31-10 POC 1 P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT � - � � � - - - m - POC 3 &4 - 2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A ;: / eneool Date rc r a r a e n N a a GERALD FORD '— — -- -- GERALD FORD # P M ER WAY N M RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D �q ° e ^ m - a " x P " " " " " " " r " POC 3 &4 - 200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE D �F OF CAUF�� DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E KEY .S A P GERALD FORD „ N.T.S. PROJECT GERALD FORD POC 3 &4- 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2 SIZE E �O R�� LOCATION �" WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F These e-ew z ec.: -re ® AREA SERVED BY METER #3 Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G °e c:MV�x>` YQ=e - t cry P ort� UTiL/TT SYMBOL LEGFN1� - �e ��=�� ® LANDSCAPE IRRIGATION WATER METER - 1-1/2"W/2" SERVICE LINE RAIN BIRD 1X1-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H S .-� ..se - - G LOCATED AT XX+XX GERALD FORD —0 c-:V _ RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I we,e c-e--c-ec. ,e-.se, -e -=- Maximum Design Meter Flow Rates: d..-.C- o- .. , cr r . TO A= 53,691 q. Ft. (1.23 Acres) 3/4" = 23gpm �e---cc, ✓k-cye c- ccrt, s 40 m per Planted Acre x 1.23 Acres 49.2 © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A STRONG BOX SERIES STAINLESS STEEL �� J,K p-c^ �-ec excec- �p �---er ( gp p ) ( ) = gpm 1 = 37gpm VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. _ - Meter flow rates for 1-1/2" Meter= 38-79gpm 1-1/2" = 80gpm �e----.ss c� � -=-s.jrr j 2" = 120gpm � N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A (* A SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #3 PACIFIC PLASTICS PVC PIPE 3/4" - 2" CL. 200 AS LATERAL LINES 12" BELOW GRADE L �-S — — PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L POC 3 &4 - PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE CONTROLLER VALVE NUMBER PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M 1-11.11 PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. A20 20 G.P.M. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) L,M,N 1„—/ 2000 QTY. OF EMITTERS (IN DRIP ZONES ONLY) NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N VALVE SIZE I i Z I o 1 E W H _........ .......__ _ / __. / _...... ......... ......... ......_ ...... ...........1. .... _. .......- _.. ..... ... ..1. ......... ...I..._... _ ::, .�, � I I I I I I : . I <<<<0< .. ' J M� \; POC LOCATION, REFER;TO NOTE 'A':BELOW %% I 00 _ 2 C NTROLLER L ATI N O OC REFER TC7 NOTE 'B' BEL 0 OW : : ,,, 7 8 9 1 _ . ...... ... -_.__. ...-.. ......... C s C 13 C 4 C O s a », 1 1 «. .,,, 1" 1" 19E 90E ,,/ ,//„ ; 20 1" 1" W d � /, '. , 1 „/„/ ///// O O LL Z W I 3l4 1 1 1114 f O . ._,: .. /./„ <, » . 314 y �14" : I _ . : ... .: . .... !��'�-`, _ , ».,::.. 1 -.._ .. : In _ »... . .. ... _ . . .._. . .. . . , :.�. 11 .. :;. :.,:: ..,''';- ] - 6 , 1 1 1 ':: Z 1 1114".. 1 . .... 1„ �''"'� Cr Z 0 40 1. W 1" 2112� 2t12°1 ....:..; _ 211T W Z �O __ _1111-111 _ — �_� _ � _ a O co V . _. 0 .. —Q W ,:% ;: » .... ... . 1 1 2112: 1 _- 2112"_ t" Z 1p .... .: ., ._ - : .:... _......._ . _... _ . .�:. .. :; ':��F.'L I _.... 11'..".., -� J - O ». . ,... :> .. 1. ...- iR ».. . ....... ........ ..... _ W ......._... . ..... ... _ ......... _.............. _ _-..................._. ......I.. . ..... ......NOTE.: ...... _ .......................................... ..... ......... ......... ......... ....... ......-. ......... ......... ......._... NOTE A: POINT OF CONNECTION 'T SHALL BE A 2" DOMESTIC WATER METER WITH A 2" SERVICE MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO GERALD FORD DRIVE Q LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. `U Q TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS C0 Im FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE NOTE: W J FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN::PAVING FOR CLARITY ONLY, W CONSULTANT. SHOULD THE CONTRACTOR FAIL TOI VERIFY THE POC INFORMATION ANY ACTU'AL'LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES 12SA05TK08 CHAN E RE 1R Im CO __ _.._ . _ ._ .. G S QU ED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE AND AS DIRECTED BY OWNER S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT ; sweeney + associates RESPONSIBILITY OF THE CONTRACTOR. INFIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. :5 M RR SAT oN DESIGN AND CONSULT�N� Z C I'f MIN. STATIC WATER PRESSURE 65 PSI : NOT m aiornia 0 38730 Sky Canyon Drive,Suite C a, DESIGN WATER PRESSURE S PSI TR��S PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND Murrieta,CA 92563 W MAXIMUM SYSTEM DEMAND 26 GPM SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWi/D AND USBR EASEMENTS OR T 951.461.6830 p 951.461.6850 f (jJ ' W oC RESIDUAL WATER PRESSURE 07 PSI RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. email@sweeneyassoc.com J a, www.sweeneyassoc.com Y NOTE B: Q U a C11 4 C12 13 6 Murrieta,California-Austin,Texas-Ft.Lauderdale.Flonda : 1. : C13 : 1.11-111. CONTROLLER SHALL BE A WEATHERTRAK ET PR02-24 STATION WEATHER BASED 1" la -. 1" 178E . I ' AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES I ! _ ...... I ! I 0 Il- O � , STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE III _ 20 W Z V 1 : , SCALE : J _ PRODUCTS (SEE LEGEND..FOR...TYPE). FINAL LOCATION OF CONTROL-LER..AND ..... ........ ..... .... ........ __ ._ : <. . ,.. . ... O = .. 4 I ' ELECTRICAL POC SHALL BE CONFIRMED WITH;",OWNER'S AUTHORIZED REPRESENTATIVE { d a � JF- U /,. . J PRIOR TO STARTING WORK. M 1 314 II : _..... ,<.,,,, SHEET DESCRI N ,,,, 1114" 11 //. :::.:.. 14 / // / :,///, w::: " :::: ,.,. ,. 3< ....'.... - - :;:: :::::L,L*,,., M: "I'll; ��, 314" "�1'101'11']'00�0: I',.:: . ��;:;:��;:;:��::;:,;,..,�,�..............:.....»» 1 ..... ... I -... **: ��*�*�,�: ::» . ,, N... R T H „/,/ O 20 40 60 80 3 1 / 1 W /.,.,..: /,/////// 1 1 ffl,,..�.�1�4mm....�....::��$;:;$M� . IRRIGATION ....,.... _. - - 1 .. _1 1 ;.. . .; 1..... _ ; . .. ._ : " 1i12 --_ �:- _ . 1" PLAN 1 2112" % 1' DESIQVED 1 2112" 7 . _ _ » 2112 These plans have been reviewed by the Coachella\"alley Water District in �'�-.� 2112 2112" DR1IMIN I ,.- .. accordance with Water Code Title 7_ Division 1.Chapter 3. Article 10 8_ Section ....... . . .. ., 1. to efficient landscape and in=anon de�i�n in cooperation a�th - - p T E S&A ,, _... 1 et vet - P . « ,. he local govern ng agen _ ( o Count,, "-\ppro al of this dra m`bN C \ D 1 TK �� 77 1 :. ::,; - - :.: , CHECKED _ht� of �\a........_ .::,... . staff does not constitute approval to encroach into distract and C SBR Ri :x�;, 1. . -.:.... n m or _._ - -- 4 � S , G Trees,plants,walls,and germane t structure of any kind av not be planted IO/25�08 > _....._ _ ,... _. ... .,.. _ ,_ .. ... . .. . ...: ::. .. , -..,. _ t easements or t ot-�� ithout tint obta�mn_an I , * _ _ ,. » :.:: :..: .: ,. ,. ,. __..:�. .:y. ,_ _ taped in CVWD and CSBR easem n_h - av /., / ». : T R installed _I __ w-�.4 / encroachment rmi fr m CV\\'D. t o v1_1 1 1430q .. ...... DATE WATER MANAGEMENT SUPERVISOR OR __ c CAD FILE . ... ..... .. .. .. ...... .. ........ ........ ......... ........ ......... ......... ......... ..._. ......._. _ _ __ .......... ............ I GERALD FORD DRIVE sH�r Nunes , , � - ICVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR I Pm2 - I OF 38 SHffTS PLAN SET "E' 02-04-09 IRRIGATION MATERIAL LEGEND - D, syoRFl)p PI ASSO DRIVE SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL I r A R � FN R R s a a : 94 /:��"].:i::��j��.�,-.�;,�:��]Ii.�.�:jI�,��i'l��!:��:::..�:��-1:!:�!,.:��;1,�:,i�:�:,�:�i�;*:.��,.�.i::,�,.Ii".;_],�,��"�,��:!:,,�z,.,-.�,!.:�:��;.�ii:�,::�:i]:;�!��.�::zI"i,��::!iI�,i:"i�:,�'!�,":��,�;��.`.�..�,�,,�:��i!.�!*;-.�!::!�"�,�.��,�"�;:.�;:::�,�.':�:�"_�_�i.'":�,.,,�, ° ' c� 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25 (0.5) 30 TRICKLE A C ' ELO , R a , R R R ::i�!:;:�:�,:,*��;:,:�,.:�:i.f,:�, .�.�"�,��.j,�;,'.,.,:i,'�,'.:,�...�..�...I�::.:�.:.::�:I.I:I.;::I;:I:.;;:..I::�II;.�I1.I- [I : - _ : - - - � e PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR MOD WATER USE TREES 50 (1.0) TRICKLE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR HIGH WATER USE TREES MATGHLINE - 5EE.: T IP-4 _ KAN INSKY AY a - R _ 1.0 (2.0) UMBRELLA a I. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE -..... - - ;:', ""'�"' " �! "P' �'!'� g R s ° ' - 5 : ' , s R R SIDES OF TREE TYPICAL. _ s Z a -R .... ..... _ NOT SHOWN RAIN BIRD A uwosc�PE,utairE&n- c�s �' XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B -'- .... . - oP``a R R - R W 34197 COAST Ii�iWAY,SUTE 200 hor iW -1 ' s a r , ' R 6 R a R ' a ' DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY P g - W POINT,CALFO"41A926B ` - a O e c a 90)443-U* FAX")443-1631 a ^ s = R e 8 NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B e : o _ : a R R R R = R R R a _ , 3 O Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C z - VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM , _ - ' Ru E d �NDSC"PePAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. I R R R � e R - _ - 1 ' �\ �` p. -° - , s® Z + ti .O.C. POC 1 - 34DOMESTIC WATER METER WITH 1 SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A _ _ _ ,^ �, 1 : R R R x a R R _ R POC 3 &4 - 1-1/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A _ 0 CP �� n R a = } : _ - VERMEE WAY N N a R R ■ A G R R i 0 R , f 5+gnoture ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A - - - - R g 7-31-10 POC 3 &4- 2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A , 1 e 314£ � GERALD FORD GERALD rORD * * M RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE p 1' :.14 ��9 Date �P 1 Dee POC 3 &4- 200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE p 1' KEY MAP PROJECT ® DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E LOCATION N.T.S. �\ POC 3 &4 - 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2" SIZE E 3F4" O R -^ese C'Cw ^cs znd'Cr '^e ►MI WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F :c^; c scec cct-ors Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G UT/L/TY SYMBOL LEGEND =.--S_e!Z -r cers &. Mu, -y, y .^.pif Use pl.v • RAIN BIRD 1X1-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H 1" ' to res __ .c -^e 0— c s'e for . c- t-o� : - y RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I . 1." "ere cc-e `-- se. `: - 314 c_c c- t c -, c-, © WEATHERTRAK ET PRO2 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL ^ e- w,cie r pert, s J,K .ec except C; A-1 -e.- VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. 1---Il. :' ze-^ Is c -c,-- =o-s,r : S --e-s & MJ'p-) , 1-c. I:�:::;I,:.:'.::,...;:.,::.I;:,:.�I,;1.:-.*1..�.".1.;:1**':.-*,..--:I_**.:..-:�:_.::..1:..�i,...1.1;.�.�:...1��:,...::,7,.,�--�..'.<-.-TIV.,�l&-;.:.l,_.+-__.-.I-W,-I�.-_..c,..�:�" ...-I,.:.::::Ii�"I.:�!::,I1I��.:�I;I-.r11.I.j,1......I1-..I�..1.1.',ir.�:".,::I..-::..;..:I::I�..�::1....r-..:..�r,1I.-.*��"-...:..:..::�;:..;_"�:I:I�::II�,:-':_.�.:::_.1:-._".-....�.,1.�-.�..I....,..I-1:..--:I:,.�.:.-__.,.:,.::,.M'.:......�..I1..-1:.._..........._,.�I.....1...-...._1._.�...M....1.1_.�...��,�?,.I I.._..`....+,.�...._....:.....-..-.-._.�...lI-.".._�I,,-.I..:.-.__....._.,..1,..1�..1-..-.�_.....—.._..I�...._.1_..wI...1..1�..I.1m�..,.1_...1... _%�.�":.�':;-,i"�-��:<.�: ;:..,,.;..I�.�..I.-I�......I........."..."I...,I.1,...%_..1...::.".11,I...1(I....�...I....—.'"...l,,..'.�..l....,�'0..,,...�_I.:..:�..;!..,�.l.1.o_�._.1d.��.-�..L....,...l....0..�L:..I".�,.:,:1..I.+_,*."I.1�.,1:I.,r.I�..I;/._.._.�.+i"I.;I.+:1+-_,'1I_.11��. ::.�:�"..!",I::;,j:�,::+::.,.j�:�+;,.-,.�_�,.1;�,:�.I1:.--�,"I..+I:,:�,,i ;:.:i,._'I;:�:+_,:-.��!:,,.�.I�,.�,:+.�`i:f...I..1;�1�_;:;...._:1,,11....,.,,I��.-..��,.i�..".'...�;�-1.;.�..-...,.�.",.,�.I_,,,,,,../.��I,.......,1...,�rp��"�,'.:% .I��/I1�:-...:..�,/.A.�.-..--.::.:;:.:.�0��..,;..', ,':��1"_:l:I*;�,._;.:.;,�:'"1,1.:,....,:,��1*-,%I..-��'I";.,_.�.�I:-.�;�i�..,�:.;�:,".::,.�,,,."�;:,�I.::::]-,l':��..��.:��:.,,,�_;:j.�.p..�...,s�,;.I 1:.�"::4,��;�:��_.1.4..�.�."i..�4,_'..I.._._.�p:'`-��,�.o:!.,:.-_,..��*'._�.:.;,;:�;*14--i��.!�:!�.:�:�;.:�..._..:_��.�m:1.-�:.!,",;1._,:-�,..I:".�'�":_.�;�.1I�i:�,�__:j:_.,,",.-�t.:.i:-_;;...1��:..".--.-:.!1.:,;i;:-�,,��,i:�;:<:;�:.1:...-.�*��_:.�.._-��"�:—,,�1.."�:I1.!::��.-...'7.�:��*;��.��,!,��-�-:�<....,::,.!�:i,,-,��d.�.+:..'::'-:-.��,;:,,,�;:,..1�:;,�*1;..�.i�::!;:,!:r.��.1�.�,':;.,,i�:::1�.:.�.-::",...�.iw',`!-!I�]:..'.1.1.,*`-,>.,.�,Ii P �:,:-,'.:1._�."4-'�.'.�.,:.,_..�-"�*''.�-.-./—,,,II_*',.-�+.,:�;,-,;i.1.`:,;,.�'�,:..�;.,,,,',',-.�.-,...`.,:...,.i,.I.":�.,1..'.::.I..q�,i��P;!��-::.:,::,;._;:�:�.:;II:::-..I....):�.!;�,;:e�:!.::,.�.::.�::1..d,�.�.�.,:::�.:b1:-l�..:.��'. - '1 - N O 111111111111 --�R -T H. i. _PI0 z:<5iIi O §C0<IC1I�2 Dft,DI : : ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A % , PACIFIC PLASTICS PVC PIPE 3/4" - 2" CL. 200 AS LATERAL LINES 12" BELOW GRADE L 1" : 1" PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L POC 3 &4 - PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M 3/4" ' : PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) L,M,N ' 1 I NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N Z v` O — N1 CONTROLLER 1, VALVE NUMBER H A20 20 —G.P.M. R 1, p .,. 1 2000 —QTY. OF EMITTERS (IN DRIP ZONES ONLY) 1 1„ VALVE SIZE ', 3/4" 1' v 1 } 1" C 1 1" 1" DX 1 . 1„ a 1, 1 1, 1 w: W H ZU ' ac 1„ = W - O 1" W' v Q oc NOTE: 314" MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO O to Z :.f: BE A MINIMUM OF 18 OFF ADJACENT HAR SCAPE AND THER B TACLE TYP C O O S . X: b S Z 1 11. W ' o 0' ; NOTE: o� o O 0 `* 1 ' OC O 114" BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY Z 11/4" , ' ACTUAL L ATI N TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES O m N W ,; 04 3 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT m a. v ::. 1 ' IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.U 1 1„ I A-I y>.: ' NOTE: 1 1, ; �I 1" TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND 'r 1 , W ,:. 1' 1114° SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USBR EASEMENTS OR 1' 1114 " RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. V Z 11 314 114" 11/4' 14" 314" 1 O :; 1" W 1114 in.. ,"... . . :.; sween y + assoc at es T:114" A Koe ::.. - 1 1 IRRIGATION DESIGN AND.Jo v..�_' (v r 1" W ,, , 11L 6 <: C14 i C1? 8 - Cl) v Califomia 38730 Sk Can on DnverSuite C ,' 1" �'; 49E Y Y „ ;i i Mumeta.CA 92563 .. .:..,.:,:. k ::.,,:,... , .. : 1 188E ` W 951.461.68 0 9 1. 1. f ,, : 1114 0 1 �- a W i ;,. ... , email sw ene a soc.com85 , 6 .... @ Y 314" www.sweene assoc.com 0 .......... 21/2 W I7$E i .. "r Mumeta.California Austin.Texas Ft. Lauderdale Florida W I n ;: ! 1 ....JI_ ::.:. AA cc 1.L J 1 314 J V ... r- (/� f7 1" 1 ~ 1 1 ' 314 ll _ V aHO _.. ...... - _.._ 1" 1" u.1 �,��. SGA1.._ I 20 314 1 1 W Z ,. : _ O l = 1° _ ��. ,� 1112" i a H U 1, .._.. 1 1112 2112" 21/2' HEFT DESCRI N _,.... ._....2.1./2. .. ...... „ ,,,; . 1 : ; 212 ,, 2 40 60 80 1 '. .,.. TION 21/2 1,. __... :. :: ,,. PLAN, . : ,..:: , 1 1 DESK;N® JL __. ... ....... ... n r Dtstnct m.... These la shave been re�ie�tied b� the Coachella a e� ��ate :: p 11 DRAWN acc r n t Code Title 7 Division 1 ' C 1 6 1$ A T E o da ce w th Water .Chapter�. Ankle l C S. Section tt seq.requ r ng eff scape an irrigation design m cooperation%%ith ,. : A ........... ... ......... ..... ` R 65597 et tcient land d ...... „ = CHEQC® .........,. ..._ .............. ......... .. ...... ... ... .. ....... ... T V Elr�LD FO DR1 V E g abenc} (Cln or County 1 Approval of thu dra��tn�b�C��t D I 1 the local governin t o ` c I. staff does not const t to appro al to encroa h into distract and t SBR Riv-hts-of-%%a% TK C15 23 O S T R 1 G Trees,plants,walls,and permanent structure of anN kind ma% not be planted or DATE 10/25/08 ......I. „ installed in CVWD and USBR easements or riuht-of-ua), «ithout first obtainin_an _..... _ ..._.... ......1.......,. ......... ... ......... ...... ... ... ....... . .......- 1..5__.. _ _ encroachmen permit from C�XL D NO. 1143041 I GAD FU . DATE «�ATER\fA\AGE�fE\T SUPER\"ISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR OF 38 SHEETS PLAN SET "E' 02-04-09 J + w" a Sir SyOR O,,, F 0R� PiCASSO r gA ICAS 0 DRIVE - _ - - - - - A • .......... f - - . _ X A R .9" R S n 3 G� ill 1114'.' 21/2" - - - . s .._... . . ...._. - - " _ c c " P " " - R _..a M .�I�RA � , R ; RR. R� Rs� � i KAN�INSKY AY _ _ , x „ „ _ " " x " + IC EJ,O . s c ' R p R R MATOHI-Iff- 9W I�.: " � = _ KAN INSKY AY - a ...._.. ! - a a a _ _ R $ R - = x R , « a s a _ .riln, a „ - ► 2112 s a c , t PNtTN6t5,INC $ , a R R 7 R a : , m - " „ _ _ _ " „ " e o _ 34197 H(�iWAY,SUTE 200 ............ ....... a W s R � R � s s � R a R R : R { l LANDSCAPE ARCHTTECTS MATGHLINE - SEE BELOW- RIGHT 1° - � „ _ R - , I W POiNi s� � AMA �r � J - . « s t 1-a 949)443443�416 )K231631 1, .. ' >I R i „ " - _ . R R R a 2 a s z s r c , s -a = o ""I I `.; r - - a . ND SC A R R f tt W R a R I p Y � � s R E � s RU a t:}, a . . 0 - a R R A F R a x .. a a i i E — r _ m " R s Fq POC LOCATION, REFER T R ' a I'{ k.� Murph 21(2 NOTE A BELOW RIGHT n - R � GM. y ti - - 1 z a s . CONTROLLER LOCATIO REFER x R ti A — L. 1, / - NLR o : d c^ TO NOTE B BELOW RIGHT " - a Cf- : I ; " " " " " _ is "'. - R „ - R R R 2112" I W 1 . : � . , WAY D N V RM WAY dy. N N 1 �� 7 F _ _ _ _ _ R R R c R a a R 4 11, Signature 111Q J 7-31-10 C . 11i4" / GERALD FORD Renewal e 3 D V n GERALD FORD GERALD FORD GERALD FORD # �C \ I : : I ., % .. 1 1 �� 1" I 1„ .r 1 ® AREA SERVED BY METER #4 KEY MAP PROJECT F of CALIF 18 D54 1 1/2 W/2 SERVICE LINE N.T.S. LOCATION ,: ► ® LANDSCAPE IRRIGATION WATER METER - - " 1 - - LOCATED AT 38+00 PORTOLA AVENUE R�� I I T ese _ � I 34 Maximum De g Meter Flow Rates. - -: - - . 21 P P P Design P t ^�P 3/4" - 23g a'_ -x _ .e e ty : - - AL AREA 80,994 Sq. Ft. (1.86 Acres)- m s iS_ --^-e's & Yu thy. _ : I I I I I TOT A r p UT/L/T'�' SYMBOL LFG�NI� - _ . . e F Meter flow rates for 1-1/2 Meter= 38-7 gp 1-1/2" - 80g s^c P`- ' .. - __ e . _ ; �. �. .. pm -� 05 - e c- A c to ll II_ _ - . . 1" 2 12 9p - 1' " 0 m e^e e^ �r ► ,:1 1„ 2112" p 314" SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #4 Te'^� - ... ........ . A p.� _.. excec' cr �, •'er - - - - 1 N.T.S. cP 3c \Jim_ : IRRIGATION MATERIAL LEGEND : i SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL ► HUNTER - D 2"AB 30 A PCB 25 BUBBLER HEAD ON SCH 80 RISER INSTALLED ABOVE FINISHED GRADE FOR LOW WATER USE TREES 25 (0.5) TRICKLE " PCB-50 BUBBLER HEAD ON SCH 80 RISER INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES 50 (1.0) TRICKLE ► 1. PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES 1.0 (2.0) UMBRELLA NTS TWO BUBBLERS PER LACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE 3/4" „ 1 EACH SYMBOL REPRISETREE, P SIDES OF TREE TYPICAL. 1" 1 NOT SHOWN RAIN BIRD - - - - COMPENSATING DRIP EMITTER ( 0 GALLON PER HOUR) SEE PLANT B BUG XB 10PC 1032, XB 20PC 1032 PRESSURE COMPENSAT " w 1. 4" DR PI EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY 1" S 1 0 2 1. ,.;: --- NOT SHOWN N BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE B 1 E N PVC ON BASE AND THREADED 03 DRIP EMITTER ON TOP ' II ► WN AI SO C S (1 ) : - : 1.P © TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH 2 C DIRECTION. INSTALL 18 FROM . PAVING INSTALL ALL FLUSH EQUIPMENT PER M 1 ATANUFACTU THE END ORER'S S EC F CATIONSF TUBING RUNS IN H __ 1" ® POC 3/4" DOM WITH �C . - V POC 3 &4 1 1/2" DOMESTIC WATER METER WITH 2" SERV ICE RVICE LINE, INSTALLED BY COACHELLA N/A - - A VALLEY WATER DISTRICT I LINE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A W 3 I Q 14 C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A W1<<[<,<�. POC 3 &4 - 2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A © RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D ► w POC 3 &4 - 200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE ;! . DATA INDUSTRIAL 1 SIZE E POC 3 &4 150P SERIES TEE F co POC 1 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, " - W I HIGH - 112cc ►+� WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESSBALL, STEM AND HANDLE, 2" SIZE F _ Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G - - - 1/2") S PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN 314" [-� 1„ 0. RAIN BIRD 1X1 PEB PRS ( OR 1 SERIES P H W d r F 1" �j RAIN BIRD XCZ-100-PRF-BF DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1 PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I W z � 1 O 1114 4 RAK A"STRONG BOX" SE Z P © WEATHERT VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS SIZE AND TYPE SERIES STAINLESS STEEL J, = W !L Z ET PRO2 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN RONG B R E K 1, w - NOTED ON DRAWING. V 314" 1 21k2 1" � ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A V P C C : 11/4" A IFI PLASTICS PVC PIPE 3/4 2" CL: _ - . 200 2f § AS LATERAL LINES 12 BELOW GRADE L . — — PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L CC W 0 21f2' 3 4 P 21/2" CL 315 S 18" BE m co R . - OS '� PACIFIC PLASTICS C O POC & PVC PIPE SOLVENT WELD AS MAINLINE LOW GRADE d . PVC PIPE SCH. 40 AS SLEEV NG, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED MUJ 1" PLACE BELOW ALL PAVING,IHARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. lO N - P4 3 : : NO SYMBOL AS APPROVED IRRIGATION N CONTROL L WIRE #14UF AW DIRE T BURIAL L APPROVED) L M N d. O G O CO O G C L (U. O D) O a ► `: 2112" a NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N 1 1" 1" CONTROLLER STATEMENT OF WATER CONSERVATION S Wa 3/4 >. 1. VALVE NUMBER Please note the following principles of design utilized on this project directed specifically as Q I. 1" A2D 20 conservin water and im rovin the efficient of the irri ation s stem: V Z G.P.M. 9 P 9 Y 9 Y I/�" IIM 111 11/4" 1 a 4" 1. 1. I. 13 D1 D 1114° 1114" 1112, 2000 QTY. OF EMITTERS (IN DRIP ZONES ONLY) Utilization of high-efficiency point source drip. LL M 1' Irrigation zones separated by plant material types J : 381 E 1 ► >.. VALVE SIZE W ,sii::";::.a ; V.1": ;:,. : ...1.111 . 1114' 1 1., Irrigation zones separated by exposure an orientation. Utilization of controller with water budgeting feature. 21 D9 11f4' NOTE A U 9 rd 1 „ 1 POINT OF CONNECTION '4' SHALL BE A 1-1/2" DOMESTIC WATER METER WITH A 2" Z UJ I i . U) 5 : 1 1' UAL LOCATION, SIZE AND WATER PRESSURE IN THE HE STATE OF CALIFORNIA LANDSCAPE UJ 11 ;; FIELDI PRIOR TO START NG WORK. IF ANY OFT E POC INFORMATION SHOWN ON THESE WA ERI MANAGEMENT IN PROGRAM, SHALL WITH PERFORMED BY A CERTIFIED IRRIGATION VJ . 10 D81.1 GATHERED 0. W . p DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION LATH AUDITOR PRIOR TO TURNOVER OF PROJECT FROM INSTALLATION CONTRACTOR TO HO - . -- - - L. 1 1. IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION EMPLOYED STAFF AND EVERY 5 YEARS THEREAFTER. IRRIGATION SYSTEM SHALL BE LU 4 D7 MATION ANY CONSULTANT SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFOR TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE W CL 2 ��/ '' ►iii 1. ES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD J Q 11 . ,> CHANGES 133E 1" RESPONSIBILITY OF THE CONTRACTOR. HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN Q 0 � d. SCALE : .. (� W � LL ► 2112" - MIN.ISTATIC WATER PRESSURE 63 PSI Ili _ 20 i LU Z U 0 DESIGN WATER PRESSURE 56 PS 26 D4 \',� : : ' MAXIMUM SYSTEM DEMAND 34 GPIM 0 = J 1" - 1114" 1 RESIDUAL WATER PRESSURE 07 PSI J a H t` U 1„ NOTE B: 15 D3 SHEET DESCRIPTI N 1' : - 437E 1" 1114" 1114° 1 ► 1114"; 1 AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHINA SST ONG BOX" SERIES Or 2O� 4O� 6Or SOS 5 D2 NORTH 1fl 1'I 1'I 111 " 1„ STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE IRRIGATION PRODUCTS SEE LEGEND FOR TYPE FINAL LOCATION OF CONTROLLER AND 164E 1° 111 " Q 1 ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PLAN PRIOR TO STARTING WORK. DESKNM 6 D� 314" : These plans have been reviewed by the Coachella\'alley\l ater District in J L p 314' 314" accordance with Water Code Title 7.Division 1.Chapter \rtrcle 10 8. Section NOTE A T E DRAWN S&.4 1 : MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO R 65597 et se requiring efficient landscape and irrigation design in cooperation%%ith 1 314" p _ p u BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP governing r avenc} ICin or Counn 1 "� royal of thrs dra�cmg 2112CHECKED ttit PP _ b- CV\\D TK i Rights-of\l a� .... __ - DATE ..; NOTE: O Treesd plants,walls, permanent structure of am�kindt as not beplanted or -� ;.' 4' , , ,, R 1 1 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, installed in CVWDand LSBReasements orright-of-��ac��ithout first obtainrn-an MATMINE - SEE SHEET IF?.3 Ri " 1111� ;: . i r. rs� i L LOCATION TO BE WITHIN PLANTER BUBBLERS SHALL BE ALIGNED WITH TREES n m OB �• srR � c 10250 ' MATGHLINE - S� ABOVE- LEFT LAYOUT 1 sweeney + associates encroachment permit from CVWD DCal : . > I AND A DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE CONFIRM ALL L CJ1C) FILE .... ..._ ........ .. ......... IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. IRRIGATION oEs'�" "o CONSULTING DATE \\ATER\f-\\-\GE\fE\T SUPER\"IcOR California 51•�� NUMBER 38730 Sky Canyon Drive,Suite C NOTE: Murrieta,CA 92563 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND 951.461.6830 p-951.461.6850 f CVWD PLAN 9 DE\'ELOPNIE\T SER\'ICE SUPERVISOR SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USBR EASEMENTS OR email@sweeneyassoc.com lPiiiiiiiiiii4 RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. www.sweeneyassoc.com Murrieta,California Austin,Texas Ft.Lauderdale,Florida � 38 SHEETS PLAN SET "E" 02-04-09 ai,yqy SNO 9 y p PICASSO DRIVE QQ.. IC EjO . ^ -. ■ ? W c W l D 17 20 s KAN INSKY AY 8 x ■ c x ° a ? x ■ s t s ' a x ' c a ° s ■ ■ � SARTN6tS,INC 2112" __ - - e .. - tAnlDsc-�AR zoo D16 12 R s pP�� a a ■ ' c 4 ' ° ■ ■ j COAST H�GIFWAY,SUITE ................ _.., s ' - - z DANA PONT,CALiORN1A 92629 1" 367E a F a R ' _...... s _ s _ c � < (949)443.7416 FAX(949)4t31631 1114" a c R R • ° �_ ■ o S R R F W ■ R ■ ! ■ a 1 - N D S 1114" Z a ■; - k.� `) MurCq PFq ` /T�� '`�� T]�T y 1 l /.. .. 1 .:: •` _i .. ORE x R x a N : W L) _ F . - _ C9 '� S .., w H Q 11/4 1114' DRIVE... w cj' .-.._ c - , : VERMEER WAY U � ■ - - a al . 1114 1 1" ^ . _ " ■ ■ c W a a - - Signature i - - - - W 77--31-10 R ■ x - ✓ir;::. -� GERALD FORD GERALD FORD ene�al E ,:. .. 2112" — OF CALIFG� PROJECT -- KEY M A P , . LOCATION �: NTS S. 314 R�� C s r5 y 314 .. ��..« "� �t �^ ; r .. _ n y SYMBOL LBG�N17 _ _ UriL i rY 8 /D15 *ewe .,•e�..,e�. ze - ..., .,- n cr E 1 _ � ,� .. _ .. car t _ 530 ..,e. 1 ss ` s�rri S,. —e-s 8c ti" 1" 14 2 1 3 � 1 314" 2„ 2�� 1 _ I DRIVE i 1 3/4' = KANDINSKY Z 0 1114" / a 1114" P g m W RUIBEW 2„ 1 W - m 411<<< CL 314" .... ......... m a 'm rc " " " M+ WAYn " " U - --� - CO } CONTROLLER GER&D FORD c:E1tAlD FORD J co G _ VALVE NUMBER 1114 1114" 11/2`: A2O 20 -G P.M. 11l„ AREA SERVED BY METER #1 (n a LLJ d 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) 2 ® LANDSCAPE IRRIGATION WATER METER - 3/4" W/ 1" SERVICE LINE 1, O LOCATED AT XX+XX MICHAELANGELO LANE O O WZ VALVE SIZE I Maximum Design Meter Flow Rates: _ LU J O TOTAL AREA = 7,616 Sq. Ft. (0.17 Acres) 3/4" = 23gpm Q 25 D14 (40gpm per Planted Acre)x(0.17 Acres) = 6.8gpm 1" = 37gpm : 1 5" Meter flow rates for 3/4" Meter= 1-22gpm 1-1 = 80g0pm ZO/2" 0 IRRIGATION MATERIAL LEGEND ,4 D14 1 1 9Pm W W z CO n 1 1 ' I A SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #1 LU Z O SYMBOL MANUFACT. MODEL NO. DESCRIPTION GPM PSI PATTERN DETAIL 20 D13 1„ 1114' NOTE : SEE IRRIGATION PLAN SHEET IP-6 3 0 m J N 17 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25 (0.5) 30 TRICKLE A 1n FOR IRRIGATION POINT OF CONNECTION #1 O a m a PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50 (1.0) TRICKLE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES 1.0 (2.0) UMBRELLA 2 D12 EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. 61E 1" 314" W 3/4" NOT SHOWN RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B 5 D11 NOTE: DRIP EMITTER MATRIX ON SHEET IL-1 FOR SIZE AND QUANTITY 1» ! MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO V Z BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B 1112' C Ix 0 Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C 1112 W NOTE LL _ _ ......... VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM _ - LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY.BUBBLERS AND LATERAL W PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 1 1114" 21/2" ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES V ® HATGHLINE - SEE SHEET IP-4 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT P.O.C. POC 1 - 3/4" DOMESTIC WATER METER WITH 1" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A is,_ '•� IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK (n O POC 3 &4 - 1-1/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A ' � W ® C.V.W.D. POC 1 - 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A NOTE: a CO POC 3 &4 2" RIP BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWD AND USBR EASEMENTS OR W ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE p RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. J a _j POC 3 &4 - 200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE D Q U a 0 DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E (�� LL POC 3 &4 - 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2" SIZE E SCALE : III _ 20 I W Z V 0 H4 WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G RAIN BIRD 1X1-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H SHEET DESUIPTI N ti RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY 1 0' 20' 4.O' 60' 50, NORTH IRRIGATION © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J,K PLAN VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. DESIGid® J.L. N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A These plans have been reviewed by the Coachella Vallee Water District m PACIFIC PLASTICS PVC PIPE 3/4"-2" CL. 200 AS LATERAL LINES 12" BELOW GRADE L p T E accordance with Water Code Title 7.Division 1.Chapter Article 10 8.Section DRAIMP) S&A nl 65597 et seq. requiring efficient landscape and imgation design in cooperation voth PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L the local governing agency ICit% or Count-) "Approval of this drawing, by CVAVD CHECM TK staff does not constitute appro\al to encroach into district and USBR Rights-of-Wav DATE POC 3 &4 - PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE O S T R , G Trees,plants,walls,and permanent structure of any kind may not be planted or 10/25/05 installed in CVWD and USBR easements or riuht-of-),%av wnhout first obtaimna an PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M 12SA05TK08 encroachment permit from CVWD - �� 1145C q PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. sweeney + associates � FILE IRRIGATION DESIGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR ISOR NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) L,M,N California 38730 Sky Canyon Drive,Suite C SHEET NUMBER NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N Murrieta,CA 92563 CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR 951.461.6830 p 951.461.6850 f I �_ email@sweeneyassoc.com www.sweeneyassoc.com Murrieta,California Austin,Texas Ft.Lauderdale,FloridaF_� 38 $�'�EET$ PLAN SET "F' 02-04-09 SAY0 EXISTING IRRIGATION AND PLAN NOTES, PICASSO DRIVE SHOWN FOR REFERENCE ONLY. ' N Ac 0 od, SU&#A1ELS/h#JRPHY A PARTNOtS,INC UJ LANDSCAPE AR64TECTS 34197 COAST MHWAY,SIUM 200 v Z DANA POINT,CAI.FORNIIA 92629 (949)443-1446 FAX(949)"3-1631 0 0 U KLLFFL WAY IRU E a 3- ND SCAO Mur ........................................................................ ..................................... .................. .............................. .........................- C, 4�; , -A IS 0 N P C VEF MEER WAY *nature 7-31-10 3/411 Rer"al Date GERALD FORD GERALD FORD JI OF CA L`1V \,-PROJEC7 V KEY MAP D19 LOCA71ON N.T.S. 0 FR T-ese D 8 2 .. ^C _-z szeccct'crs _S"e V -*r 5`rMBOL L ECSENL� .......... UTIL 17 -C. �_c -,-c- -se z-c p-2 es—z-,ec f: -c cn t-e,. ':_J e e e--qe. FF, c- c, =c- z, ::r4 ol,-c e c, :-rt., ii:::�:��, �0_ 3/4 2 A, ,er p,o ez: excez- :�e ss c- :,s-irr 3/4" .............. 3/4 S 314" Mi.. 114 4' 3/ Nb,. 44 ... ........ ..... 4 B8 1/4" 2W 44 12 B27, Z .......... 0 21,12" L&J 21 rT,7'_ NOTE C: POINT OF CONNECTION Ill SHALL BE A 3/4" DOMESTIC WATER METER WITH A 1" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR 314" TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS lid, 3/4" FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION ......... ....... CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CO >. B6b 5 CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE C#) . ..... RESPONSIBILITY OF THE CONTRACTOR. CO 7 MIN. STATIC WATER PRESSURE co B5b 78 PSI .................. 21/2" DESIGN WATER PRESSURE 71 PSI 4 31 E MAXIMUM SYSTEM DEMAND 12 GPM co 16 RESIDUAL WATER PRESSURE 07 PSI ......................... ............. .............. .................... .......... _9 ........... 0 NOTE D: U. & ui CONTROLLER SHALL BE A WEATHERTRAK ET PR02-12 STATION WEATHER BASED V Z > AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES 01 3/4" STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE N co 1114" PRODUCTS (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND 0) 0 0 ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE Z co UJ .............. ...................................................................................................................... .............. ..... ............. ........................................... PRIOR TO STARTING WORK. ................................ ... UJ Z 00) 2112" UJ Z Z 05 1 cm 0 P C REFER;TO NOTE 'C'ABOVE 4 0 : LOCATION, A 1 6 2\ 7 A3 LOCATION, REFER TO NOTE 'D'ABOVE 18E ONTRIOLLER: C . ............. ............. UJ .......... ............. ............ ........ ... ...... ...... ....................... ................ i. .......... .......... .................... ...... Z �4 Cl) LOT Y 3/4" 0 V 10 V 211/2' LL 12SA05TKOB LU RETENTION BASIN :3 sweeney + associat UJ --NS IRRIGTION DESIGN AND Im Cl)F California Z 38730 Sky Canyon Drive.Suite C Mumeta.CA 92563 ............ ...................... U) . . ........ LU 951.461.6830 p 951461 6850 f ........... ........... ............. ........... ........... ...... email@sweeneyassoc.com W 0. www.sweeneyassoc corn 7 IMurrieta.California Austin.Texas Ft.LauderdaleL Florida 4!� W (L LU .......... .......... ............. .......... J.......... 21 2 ........... 3 ffi �V, C9 U. a 0 ....................... . ..... . ....... .......... ......... SCALE : 1 20' UJ wzh 14 ................ A AD r 4 ....... .................. ........ SHEET DESCR IPTION ............ .... 41 E NORTH .......... 20' 4o' 50 IRRIGATION STATEMENT OF WATER CONSERVATION . ... ....... PLAN...... .... ................. .............. Please note the following principles of design utilized on this project directed specifically DESKNM ......................... ............. ............... as conserving water and improving the efficiency of the irrigation system: J.L. NOTE- the Coachella Valle\ ater District in 114' These plans have been reN ie%N ed bN ......... ....................... MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE DMWN le-00, p, T accordance with Water Code Title 7. DIN ision 1.Chapter Article 10 8, Section S&A Utilization of high-efficiency point source drip. 65597 et seq.requirin,g efficient landscape and Irrigation design in cooperation N%ith LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER CHECM Irrigation zones separated by plant material types. MICHELANGELO GATED _D v(Citv or Count-, "Appro%a]of this drax%inu b% C VNN TK the local governing agenc- OBSTACLES TYP. Irrigation zones separated by exposure and orientation. staff does not constitute appro,al to encroach nto district and USBR Rights-of-kx a-, ............. ........... Utilization of controller with water budgeting feature. ENTRY SEE OVERALL SITE DATE Trees,plants,walls,and permanent structure of anN kind mal, not be planted or NOTE: 10/25/05 -0 encroachment permit from CNAVDL )OB NO. %-13/4" 411 V, T R f 3/4" installed in CVWD and USBR easements or riaht --,-.aN Nithout first obtaininu,an BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA MAP FOR LOCATION ................ ............ ............................... .................... 11 450lq ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH ............. LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A .................... 4 CAD FILI -AGENIENT SUPERVISOR DATE WATER MA TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO LOT 49 .... .... .. .. ............ ...... ........ . ....... ... ............. INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS SHEET NUMBER STARTING WORK. .......... ............ THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A A8 4 / A7 \ 4 / A6 \ 6 ........................... ........... MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE CVWD PLAN H DEVELOPMENT SERVICE SUPERVISOR NOTE: 119 E Vi TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD SHALL NOT BE PLANTED, INSTALLED OR BUILD IN CVWID AND USBR EASEMENTS HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. PLAN SET "Ell 02-04-09 THE GALLERY- TRACT 31490 - LANDSCAPE STREETSCAPE PLANS IRRIGATION NOTES IRRIGATION MATERIAL LEGEND (HOA) PLANT / EMITTER SCHEDULE 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS EMITTER EMITTER AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. BOTANICAL NAME COMMON NAME IQUANTITY VOLUME 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR LOW WATER USE TREES .25 (0.5) 30 TRICKLE A 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR MOD WATER USE TREES .50 (1.0) TRICKLE LOW WATER USE SHRUBS BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR HIGH WATER USE TREES 1.0 (2.0) UMBRELLA THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE %^W8s7MLWW A PARTTOs,INC AGAVE AMERICANA CENTURY PLANT 1 1.0 GPH SIDES OF TREE TYPICAL. LAnDSCAK ARCHITECTSCONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. MW COAST►K;I- MAY,sort`200 AVE DESMETTIANA AGAVE 1 1.0 GPH DANA POINT,CA FORMA 92629 BAILEYA MULTIRADIATA DESERT MARIGOLD 1 1.0 GPH 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE NOT SHOWN RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B (9�)443-U" FAX")4 3-631 ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 1 1.0 GPH BEGINNING WORK. DRIP EMITTER MATRIX AT LEFT FOR SIZE AND QUANTITY FOUQUIERIA SPLENDENS OCOTILLO 1 1.0 GPH 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED OPUNTIA ENGELMANNII ENGELMANN'S PRICKLY PEAR 1 1.0 GPH NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B � Mur HEREIN BEFORE BEGINNING WORK. k.� 4„ Murphl,F,9,Qc OPUNTIA VIOLACEAE 'SANTA RITA' PURPLE PRICKLY PEAR 1 1.0 GPH YUCCA ELATA SOAP-TREE YUCCA 1 1.0 GPH TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C `c; o`F �4� 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM ( d' �-ACACIA REDOLENS-'DESERT CARPET' DESERT CARPET 2 1.0 GPH AND IS TO BE INSTALLED WITHIN PLANTING AREAS. PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS ALOE BARBADENSIS ALOE VERA 2 1.0 GPH . CEREUS HILMANNIANUS PERUVIAN TORCH 2 1.0 GPH 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS 7-31-10 CHRYSACTINIA MEXICANA DAMIANITA 2 1.0 GPH OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE ® P.O.C. POC 1 - 3/4" DOMESTIC WATER METER WITH 1" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A it Renewal Date PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S POC 3 &4 - 11/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH N/A ��qe [3 C.V.W.D. POC 1 - 1 R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. N/A OF-CAOF NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH POC 3 &4 - 2" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT NIA OENOTHERA BERLANDIERI SPECIOSA CHIHUAHUAN PRIMROSE 2 1 1.0 GPH 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT ® RAIN BIRD POC 1 - 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE D --ese c,cw.^^ys ord,.,cr, :^e YUCCA BACCATA BANANA YUCCA 2 1.0 GPH AND INSTALLATION. POC 3 &4 - 200-EFB-CP SERIES (2") NORMALLY CLOSED BRASS MASTER VALVE cccc^-cc-y -z =_bec `icct crs D c-e :^e exc ..sere c"oce-ty c= 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN ,-e--se � ti� "`�'' LOW/ MOD WATER USE SHRUBS � DATA INDUSTRIAL POC 1 - 100P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE E �= -^e' -se c..d G,c - LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. POC 3 &4 - 150P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 11/2" SIZE c :°� c AGAVE GEMINIFLORA TWIN FLOWER AGAVE 3 1.0 GPH c-y t-e 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. «e,e c"ecc-ec CORDIA PARVIFOLIA LITTLE LEAF CORDIA 3 1.0 GPH SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE WO-4 WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F `c LEUCOPHYLLUM CANDIDUM SAGE 3 1.0 GPH -e:^c�,J %- `e cr i :_rt. s SIZE OF WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G c:ec excec: c, w'i-:er THE SLEEVING DETAILS. WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE '^ ss c- MODERATE WATER USE SHRUBS PAVING. �6�.,..,ers & `.'..'F�.• ��'. RAIN BIRD 1X1-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I CISTUS PURPUREUS ORCHID ROCKROSE 2 2.0 GPH REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J.K LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS- SIZE AND TYPE NOTED ON DRAWING. LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS LAVANDULA ANGUSTIFOLIA LAVENDER 2 2.0 GPH MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A ROSMARINUS OFFICINALIS ROSEMARY 2 1 2.0 GPH COMPLY WITH MANUFACTURER SPECIFICATIONS. PACIFIC PLASTICS PVC PIPE 3/4" - 2" CL. 200 AS LATERAL LINES 12" BELOW GRADE L THEVETIA PERUVIANA YELLOW OLEANDER 2 2.0 GPH ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 2.0 GPH - - PACIFIC PLASTICS POC 1 - PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE L POC 3 &4 - PVC PIPE 21/2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE LOW/ MOD WATER USE VINES Z PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED M 0 BOUGAINVILLEA 'SAN DIEGO RED' 1BOUGAINVILLEA 3 1.0 GPH PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. of MODERATE WATER USE VINES NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) L.M.N H GELSEMIUM SEMPERVIRENS ICAROLIANA JESSAMINE 2 2.0 GPH 0 ROSA BAN KSIAE 'ALBA PLENA' LADY BANKS' ROSE 2 2.0 GPH NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS N CONTROLLER POINT OF CONNECTION #4 POINT OF CONNECTION #3 VALVE NUMBER WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS A20 20 G.P.M. CO WATER METER NUMBER 4 WATER METER SIZE 11/2" WATER METER NUMBER 3 WATER METER SIZE 11/2" A } HYDRAULIC GRADE LINE (FT) N/A WATER METER ELEVATION (FT) N/A HYDRAULIC GRADE LINE (FT) N/A WATER METER ELEVATION (FT) N/A 1 2000 QTY. OF EMITTERS (IN DRIP ZONES ONLY) ELEVATION DIFFERENCE (FT) N/A MIN. REQ. STATIC PRESSURE (PSI) 63 ELEVATION DIFFERENCE (FT) N/A MIN. REQ. STATIC PRESSURE (PSI) 65 VALVE SIZE REMOTE CONTROL VALVE # D4 REMOTE CONTROL VALVE SIZE 11/2" REMOTE CONTROL VALVE # C16 REMOTE CONTROL VALVE SIZE 11/2" CITY OF PALM DESERT � R.C.V. DEMAND (GPM) 26 TOTAL DEMAND (GPM) 26 R.C.V. DEMAND (GPM) 26 TOTAL DEMAND (GPM) 26 a HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A WATER CONSERVATION STATEMENT SIZE DESCRIPTION FLOW # PSI LOSS SIZE DESCRIPTION FLOW # PSI LOSS W F' 2" SERVICE LINE (50 FT OF TYPE K COPPER) 26 1 0.4 PSI 2" SERVICE LINE (50 FT OF TYPE K COPPER) 26 1 0.4 PSI DRIP SYSTEM NOTES. Z 11/2" WATER METER(DISC TYPE) 26 2 1.4 PSI 11/2" WATER METER (DISC TYPE) 26 2 0.8 PSI ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE 0 2" BACKFLOW PREVENTER(R/P TYPE) 26 3 12.0 PSI 2" BACKFLOW PREVENTER (R/P TYPE) 26 3 12.0 PSI THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS = W LL Z 2" FILTRATION (WYE FILTER) 26 4 0.3 PSI 2" FILTRATION (WYE FILTER) 26 4 LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC :30 0.3 PSI LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. > V Q ¢ N/A PRESSURE REGULATOR N/A 5 N/A PSI N/A PRESSURE REGULATOR N/A 5 N/A PSI THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN <QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. In 2" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 26 6 0.5 PSI 2" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 26 6 0.5 PSI WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S 2" MASTER CONTROL VALVE 26 7 1.4 PSI 2" MASTER CONTROL VALVE 26 7 1.4 PSI INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT 0 0) Z MATERIALS. COVER ALL DRIP TU13ING COMPLETELY WITH DECOMPOSED Cr Z 0 OD 11/2" FLOW SENSOR 26 8 1.0 PSI 11/2" FLOW SENSOR 26 8 1.0 PSI WATER USE REQUIREMENTS. W IH 21/2" ISOLATION VALVES (BALL TYPE) 26 9 1.0 PSI 21/2" ISOLATION VALVES (BALL TYPE) 26 9 1.0 PSI GRANITE SPECIFIED ON LANDSCAPE PLANS Q z 21/2" 650 FEET OF MAINLINE: CL. 315 PVC 26 10 1.5 PSI 21/2" 1170 FEET OF MAINLINE: CL. 315 PVC 26 10 2.7 PSI p� Q N/A FEET OF MAINLINE: N/A 11 N/A PSI N/A FEET OF MAINLINE: N/A 11 N/A PSI Water Conservation Concept Statement CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS UJ BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND .10 �. 21/2" 5- 90 DEGREE ELBOWS 26 12 0.2 PSI 21/2" 4- 90 DEGREE ELBOWS 26 12 0.1 PSI SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE 3 0 m J C-4 11/2" REMOTE CONTROL VALVE 26 13 3.6 PSI 11/2" REMOTE CONTROL VALVE 26 131 3.8 PSI Project Site: The Gallery - Streetscape Tract or Parcel Number: 31490 PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT 0 a a v 10% LATERAL LINE LOSS N/A 14 3.0 PSI 10% LATERAL LINE LOSS N/A 14 3.0 PSI Project Location: City of Palm Desert QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO 10% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0.3 PSI 10% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0.5 PSI BIDDING OR STARTING WORK. 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 0.0 PSI 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 0.0 PSI Landscape Architect/Irrigation Designer/Contractor: W TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU#16) 17 26.5 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU#16) 17 27.5 PSI Summers/Murphy & Partners / Sweeney & Associates, Inc. / a PRESSURE REQUIRED AT HEAD 18 30.0 PSI PRESSURE REQUIRED AT HEAD 18 30.0 PSI NOTE: Q � TOTAL PRESSURE REQUIRED (SUM OF#17 AND#18) 19 56.5 PSI TOTAL PRESSURE REQUIRED (SUM OF #17 AND#18) 19 57.5 PSI Included in this project submittal package are: (Check to indicate completion) TREES, WALLS, PLANTS, SIDEWALKS AND PERMANENT STRUCTURES (� Ix REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 20 63.0 PSI MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 20 65.0 PSI OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 6.5 PSI RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 7.5 PSI 1. Maximum Annual Applied Water Allowance- AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST W U. SET PRV OR MCV AT(#19 PLUS 10 PSI) 22 N/A PSI SET PRV OR MCV AT(#19 PLUS 10 PSI) 22 N/A PSI OBTAINING AND ENCROACHMENT PERMIT FROM CVWD. J PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI Conventional Landscape: 5,548.3 100 cubic feet/year UJ V + Recreational Turfgrass Landscape: N/A 100 cubic feet/year (if applicable) cc CO Maximum Annual Applied Water Allowance: 5,548.3 100 cubic feet/year NOTE: � Z POINT OF CONNECTION #1 NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. NO CONFLICTING UTILITIES IN PROJECT AREA. J cc W WATER PRESSURE CALCULATIONS Controller: A IRRIGATION CONTROLLER RUN TIMES 2. Estimated Annual Applied Water Use by Hydrozone: >' a W WATER METER NUMBER 1 IWATER METER SIZE 3/4" PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIMENOTE: IIM p Turfgrass Hydrozones: N/A 100 cubic feet/year W HYDRAULIC GRADE LINE (FT) N/A WATER METER ELEVATION (FT) N/A Days Per Week: 6 9.9 (HOURS) (HOURS) ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN W a ELEVATION DIFFERENCE F N/A MIN. REQ. STATIC PRESSURE (PSI) 78 Recreational Turfgrass Hydrozones: N/A 100 cubic feet/year J Q ( � ) Shrub and Ground covers: WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO REMOTE CONTROL VALVE # A2 REMOTE CONTROL VALVE SIZE 1" Drip 9.90 0.40 0.49 0.90 0.35 3 1.05 Very Low Plant Hydrozones: N/A 100 cubic feet/year J M Low Plant Hydrozones: 1 196.9 100 cubic feet/year INSTALLATION. a Q C) R.C.V. DEMAND (GPM) 12 TOTAL DEMAND (GPM) 12 Y , Y t SA05TK08 C� (/� U.HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A Trees: Medium Plant Hydrozones: 2,353.5 100 cubic feet/year sweeney + associates �j a I~ 0 SIZE DESCRIPTION FLOW # PSI LOSS Bubbler Heads 9.90 0.80 3.00 0.90 0.11 5 0.57 High Plant Hydrozones: N/A 100 cubic feet/year IRRIGATION DESIGN AND 1 W Z 1" SERVICE LINE (50 FT OF TYPE K COPPER) 12 1 2.5 PSI CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 8 Water Features: 100 cubic feet/ ear CITY OF PALM DESERT California O 2 :53/4" WATER METER (DISC TYPE) 12 2 2.2 PSI TOTAL RUN TIME IN HOURS: 1.62 y 38730 Sky Canyon Drive.Suite C Ill'l- H V Other Not Applicable .- 100 cubic feet/year INSPECTION SCHEDULE NOTE Mumeta.CA 92563 1" Other 1" BACKFLOW PREVENTER(R/P TYPE) 12 3 12.0 PSI 95t.461.6830 p 951 461 6850 f Controller : C IRRIGATION CONTROLLER RUN TIMES Estimated Annual Total Applied Water Use: 3,550.5 100 cubic feet/year REFER TO THE TITLE SHEET FOR THE CITY HEFT DESCRI N FILTRATION (WYE FILTER) 12 4 0.1 PSI email@sweeneyassoc.com N/A PRESSURE REGULATOR N/A 5 N/A PSI PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com 1" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 12 6 3.0 PSI Days Per Week: 6 9.9 (HOURS) (HOURS) 3. EATAWU < MAAWA Murrieta.California Austin.Texas Ft. Lauderdale. Florida 1" IRRIGATION MASTER CONTROL VALVE 12 7 4.0 PSI Shrub and Ground Covers: LEGEND 1" FLOW SENSOR 12 8 1.0 PSI Drip 9.90 0.40 0.49 0.90 0.35 9 3.14 4. Landscape Design Plan 11/4" ISOLATION VALVES (BALL TYPE) 12 9 1.0 PSI DESIGNED 11/4" 70 FEET OF MAINLINE: SCH. 40 PVC 12 10 0.6 PSI Trees: J.L. N/AFEET OF MAINLINE: N/A 11 N/A PSI Bubbler Heads 9.90 0.80 3.00 0.90 0.11 9 1.03 5. Irrigation Design Plan These plans have been reviewed b} the Coachella Valley Water District in DRAWN CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 18 A T E accordance with Water Code Title 7. Division 1.Chapter-3. Article 10 S. Section S� 11/4" 2-90 DEGREE ELBOWS 12 12 0.1 PSI R 65597 et seq. requiring efficient landscape and irrigation design in cooperation with 1" REMOTE CONTROL VALVE 12 13 2.0 PSI TOTAL RUN TIME IN HOURS: 4.17 6. Grading Design Plan the local governing agency(Cit-, or Counn). "Approval of this dra«ing by C\_XVD CHECXM TK 10% LATERAL LINE LOSS N/A 14 3.0 PSI staff does not constitute appro\a]to encroach into district and CSBR Rights-of-%\-a. DATE 10% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0.1 PSI Controller : D IRRIGATION CONTROLLER RUN TIMES O S T R G Trees,plants,walls,and permanent structure of an} kind may not be planted or I0/25/08 PLANT TYPE/ SPRINKLER TYPE Eto AKC PR RATE IE RUN TIME QUANTITY RUN TIME 7. Soil Chemical Analysis (optional) installed in CVWD and LSBR easements or riuht-of-vtiav xNithout first obtaining=an 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 0.0 PSI encroachment permit from CNA D � NO. TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU#16) 17 31.6 PSI Days Per Week: 6 9.9 (HOURS) (HOURS) 11430Q Shrub and Ground Covers: Description of Project: GAD FILE PRESSURE REQUIRED AT HEAD 18 30.0 PSI Drip 9.90 0.40 0.49 0.90 0.35 7 2.44 DATE WATER NIA\AGE�tE\T SUPERVISOR TOTAL PRESSURE REQUIRED (SUM OF #17 AND#18) 19 61.6 PSI SHEET NUMBER MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 20 78.0 PSI Trees: RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 16.4 IPSI Bubbler Heads 9.90 0.80 3.00 0.90 0.11 12 1.37 CVWD PLAN# DEN'ELOP\tE\T SERVICE SUPERVISOR SET PRV OR MCV AT(#19 PLUS 10 PSI) 22 N/A IPSI CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 19 Date: Prepared By: ' L 1 PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A IPSI TOTAL RUN TIME IN HOURS: 3.81 OF 58 SHIFTS PLAN SET "E" 02-04-09 1 FINISHED GRADE IN TURF AREAS HUNTER PCB 1/2" THREADED BUBBLER, SEE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN LEGEND FOR SPECIFICATION FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE 2 MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED TORO FCH-H-FIPT AUTOMATIC FLUSH EDGE. HEAT BRAND"MV"ONTO LID. 4194119111110, L 7: FINISHED GRADE VALVE t�SCAK ARa�-S INCARTNM - - - MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 34'197 COAST HK?iWAY,SUfTE 200 I—� PLASTIC ROUND VALVE BOX, 6" SIZE KWIff. 926B UNDISTURBED SOIL HEAT BRAND "FV" ONTO LID. FINISHED GRADE IN SHRUB AREAS ( f�1W FAX(M)4431" - ICI—ICI—I I I I I I=I I I=I I I- —I I I—ICI= —I I I—I I I—_1 I I I=I I M 4" MIN. III—III—III I I I—I I I—I I I XERI-BUG DRIP EMITTER WITH THREADED � —IIII—I I I —III—I TRIPLE SWING JOINT ASSEMBLY FINISHED GRADE IN SHRUB AREAS _ ( ) —III—III- — — III—III= �I —III= 24"WIRE LOOP o�,r,o scq pF 2" MIN. INLET SEE LEGEND FOR SPECIFICATION —� 2" IN. - — — =1 I I=1 I — F. Mug -9 I I=I I I -_ _ — VALVE ID TAGS �`�� c M ti �,�DECOMPOSED GRANITE PER PLANTING PLAN _ _ _ — y � x ~ FINISHED GRADE -I I I—I I I —III—III: o ti :I I I=III= I�I=III= B B PVC SCH 40 FEMALE I� � I�I—I�(—I�I- =1 I I—I I (I I=I(I: ADAPTER, 2 REQUIRED CraP SCH 40 PVC SxSxT TEE FITTING —III—III—I —III—III=I = = PVC SCH 80 CLOSE NIPPLE 2" MIN. xyt,rc LATERAL x SPRINKLER INLET SIZE III—III—III- I I MI I I—I I I- PVC MAINLINE TO FLOW =1 I 1=III=I —III—I I=I ~—UNDISTURBED SOIL B o�o °• SENSOR, PIPE PER SPECS. i� III=I I—I I- III—III—IIF: -�—PVC LATERAL LINE PIPE �0 R * �4 Rermml Date LATERAL LINE, SEE SPECIFICATIONS =1 I I—III—I =1 I I—III—I ° ° • • 8 G ° BRICK SUPPORTS J> Dote �P FOR TYPE AND DEPTH REQUIRED FLEXIBLE TWELVE(2ISER(RAIN)LENGTH BIRD PFR/FRA) o ° ° o OP CA0F0� PVC FITTING(SxSxT TEE) BRICK SUPPORTS BRASS NIPPLE TYP. LANDSCAPE FABRIC SIZE: LATERAL x LATERAL x 1!2" 3/4" ROCK, 1 CUBIC FT. 3/4"ROCK, 2 CUBIC FT. NOTE: f— PVC LATERAL LINE BRASS THD. 90 DEG. ELL, TYPICAL These c-cw - c c -^e INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. 18"BELOW FINISHED GRADE PVC ELL SCH 80 SxT actor �c y z stee t`cct cr' BRASS MAINLINE PIPE FROM are -^e ex^ „s ve ��cce-ty C DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. LANDSCAPE FABRIC BACKFLOW PER SPECS. Fo-s.—/'z----^�e-s do Vu•chy, NOTE: Inc. c^c -^e- ..se c^c F-c SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. SECTION VIEW- N.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF cat`o^ s^c --e es-�c-ec tc - or -c s-e =c- :v^-c-) t^ey THE MASTER VALVE ASSEMBLY. we-e a-eac-ec. Ke--se. •e:•-- NOTE: duc-c^ c! cr r EMITTER MUST BE INSTALLED A MINIMUM OF 2"ABOVE FINISH GRADE ON met^cl , w^c e c, ccrt. UPHILL SIDE OF PLANT OUTSIDE OF ROOTBALL. pro^ :)"ec excec- cy *---er pe--'ss'o^ `-o— =c-surrr/ S. ^-e-s & v _^y, I WBUBBLER ON RISER VSC RIP CONNECTION AUTOMATIC FLUSH VALVE ASTER CONTROL VALVE SCALE: N.T.S. ALE: N.T.S. C SCALE: N.T.S. AP ALE: N.T.S. e FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX, TAN COLOR WITHIN D.G. OR PLASTIC ROUND VALVE BOX, TAN COLOR WITHIN D.G. OR GREEN Z COVER, USE STAINLESS BOLT, NUT, AND WASHER. ,PLASTIC RECTANGULAR VALVE BOX TAN COLOR WITHIN D.G. OR GREEN COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE COLOR WITHIN TURF, WITH BOLT DOWN COVER, USE STAINLESS Q BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE in STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. GREEN COLOR WITHIN TURF, WITH BOLT DOWN COVER. USE EDGE. HEAT BRAND"FS"ONTO LID. ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT FLOW SENSOR, SEE LEGEND FOR SPECIFICATION BALL VALVE, SEE LEGEND FOR SPECIFICATION QUICK COUPLER KEY WITH MALE HOSE BIB ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL oC CONNECTION AS SHOWN, KEY MUS CLEAR VALVE BOX STATION # LID. — Uu _ -�- FINISHED GRADE IN SHRUB AREAS �_ � 3" �- I I _ 3- �-FINISHED GRADE 0 I I I I I I= —_ — FINISHED GRADE IN SHRUB AREAS _ FINISHED GRADE IN SHRUB AREAS :�—III-1 =III I IN SHRUB AREAS 4" MIN. IIII I II I II I I� 4 N 4" MIN - 4 —III—I I =III=III: = _ ° MIN. =III=III: III—I I' _ __ "MIN. 'III=I III—I�1= _ '� 11=1 24" WIRE LOOP 24"WIRE LOOP :III—III= III=III=�_ DEPTH AS PER SPECS. I I . —III—I I I I M I I: PVC MAINLINE PIPE —III—I I I I I=III: 11=III= I I=1 11=PER SPECIFICATION QUICK COUPLER VALVE VALVE ID TAG �10 PIPE DIA FLO —5 PIPE DIA a SEE LEGEND FOR SPEC. LATERAL PVC S x T ELL SCH 80 PVC } °W STAINLESS STEEL CLAMP in 2'MIN. 2" MIN 2"MIN. CONTROL VALVE � ° FEMALE ADAFL °�•�Q• o t° °• o000 p° o ° o BRICK SUPPORTS SCH. 80 PVC R9 SCH 40 PVC RISERCO _ � o 0° vo �- DURA PRE-ASSEMBLED SWING JOINT 9 BRICK SUPPORTS. OD BRICK SUPPORTS BRICK SUPPORTS WITH ONE PIECE BRASS MIPT NIPPLE 4 REQUIRED LANDSCAPE FABRIC PVC MALE ADAPTER MOD. # 1-A1912 3/4" ROCK, 2 CUBIC FT. r_ SCH. 80 NIPPLE TYP--] co MAINLINE, SEE SPECS. W � H PVC MAINLINE PIPE TO MASTER VALVE LANDSCAPE FABRIC #4 x 36" REBAR STAKES, SCH 80 PVC SLIP TEE Z (NOT LESS THAN 10 PIPE DIAMETERS) 3/4" ROCK, 2 CUBIC FT. 2 REQUIRED Im PER SPECS.AND PLAN. MAINLINE FITTING NOTE: NOTE: SECTION VIEW- N.T.S. LANDSCAPE FABRIC O O Z 3/4" CRUSHED GRAVEL = W LL O INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 3/4" ROCK, 1 CUBIC FT. TWO CUBIC FEET > _ U IRRIGATION CONTROLLER. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. SECTION VIEW- N.T.S. U USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE NOTE: LANDSCAPE FABRIC OF THE FLOW SENSOR. INSTALLATION AT MAIN LINE DEPTH. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. SECTION VIEW- N.T.S. � Z Z 0 OD zo < � W O0 z to 3 O m 0 p CL co a .. FLOW SENSOR BALL VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE E SCALE: N.T.S. F SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. G H W Q � U STAINLESS STEEL FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS W 0 FINISH GRADE IN TURF AREAS IN OPEN POSITION SUPPORT LID OPEN J LL CONTROLLER ENCLOSURE BARE COPPER GROUND WIRE (#6) (� PRESSURE REGULATOR DIMENSIONS WHEN CLOSED: CONNECT TO ROD W/BRASS CLAMP cc CO V WYE FILTER CONTROLLER 0 38"H x 16"W x 15.5"D PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH T-COVER PLASTIC RECTANGULAR VALVE BOX STAINLESS STEEL TERMINAL STRIP FOR HEAT BRAND"GR"ONTO LID ca Zq cc AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL 16" WIDE TOP-ENTRY REMOTE CONTROL VALVE J W BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. CONTROLLER ENCLOSURE WIRE CONNECTION Lou) HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. NEMA 3R RAINPROOF RATED CLAD X G COPPER C' a CLAD GROUND ROD STAINLESS STEEL, U.L. LISTED, CC W ID PREDRILLED, REMOVABLE W a 2 2" BACKBOARD. REMOVABLE FRONT 3" -I I I-I I I= — — i � La - - J (� $ a FINISHED GRADE PANEL NOT SHOWN -� FINISHED GRADE Q J 111—III—� 2 C - —_— IN SHRUB AREAS =III=III' MIN. P �=III=III: III=III= =I I M I I: NATIVE OR UNDISTURBED SOIL 12SA05TK08 CO M U. :III—I I I= — — 24"WIRE LOOPS AND POWER SWITCH .. —I I I—I I I III—I I I- sweeney + associates ��•.-- LU Z V O PVC PIPE, =1 I I= II 1 I III I II II: 3M DBY-6 WATERPROOF AND RECEPTACLE III I I I— I I MI I: IRRIGATION DESIGN A c 5 _- SIZE PER PLANS, WIRE CONNECTORS --I I I—I I I I=1 11= California CITY OF PALM DESERT � _ TYPE PER • _ _ _ _ 38730 Sky Canyon Drive.Suite C a• � � 0 LEGEND FLAW SCH. 80 PVC SxT = _ `�� _ _ 90 DEGREE ELL FINISHED-- PREFORMED ALUMINIUM PAD IIIEE I I—I I I MI I MI I I=I I '` — INSPECTION SCHEDULE NOTE Murrieta.CA92563 2 MIN. _ _ _ _ FILL 1/2 OF BOX WITH 951.461.6830 p 951.4&1 6850 f ............ USE STANDARD SCH. 40 PVC PIPE OR GRADE - — — I—I I I—I I I I I I—I I I—III REFER TO THE TITLE SHEET FOR THE CITY N BOX OPENINGS ° �� i°i 4 SCH. 80 T.O.E. NIPPLE _ _ — STRONGBOX QUICKPAD _ _ COMPACTED SITE SOIL email@sweeneyassoc.com _ I I(—I I( I I i I—III-III—I OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com • WITH D.I. SERVICE TEE FILL BASE OF ENCLOSURE MOUNTING PAD FOR PIPE, DO ° .a .a• • QUICKPAD WITH I I= I=I I I=I I I I ;' I I I=I I I=I I I RED BRICK SUPPORTS 4 REQ. Q $ t4 WITH PREFORMED ALUMINIUM _ _ _ ( ) Murneta.California Austin.Texas Ft. Lauderdale Florida NOT CUT BOX .o.OG� .,0• •o•� TAPE WIRES TO PIPE PEA GRAVEL TO I I— I PAD, PLASTIC BASE AND ALL -III- III-III—I I I I—III-III—I I- IRRIGATION BRICK SUPPORTS, TOP OF BASE UNIT I I - STAINLESS STEEL HARDWARE I—III=III=III=) =III=I I =I DETAILS 4 REQUIRED SCH. 80 PVC SLIP TEE FEMALE ADAP. OR LEEMCO DUCTILE COMPACTED — 1 1/4" PVC CONDUIT/SWEEP DESK24M J.L. IRON BBT SERVICE TEE SITE SOIL FOR COMMUNICATION CABLE SCH. 80 PVC FOR USE ON BELL AND TO OTHER CONTROLLERS(IF REQ.) These plans have been re�ie«ed by the Coachella alley Water District In SCH. 80 NIPPLE TYP. SECTION VIEW p MAWN GASKET MAINLINE PIPE 3" PVC CONDUIT/SWEEP FOR A T E accordance with Water Code Title 7. DiN-ision 1.Chapter 3.Article 10 8. Section S&A ELECTRIC REMOTE CONTROL 3/4" CRUSHED GRAVEL, 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES `N R 65597 et seq. requiring efficient landscape and im_ation design In cooperation�knh VALVE, SEE LEGEND FOR TYPE 4" MINIMUM DEPTH SWEEP FOR ELECTRIC the local governing agency(City or Count-) "Appro,.al of this dray ins b\ C%'Nk-D CHE(M TK SERVICE 1 E PVC CONDUIT/ BARE COPPER GROUND WIRE (#6) ` SPARE CONTROL WIRE, LOOP LANDSCAPE FABRIC TO SWEEP FOR GROUND WIRE staff does not constitute approval to encroach into district and L�SBR Rights-of-fit"a\ 48" LENGTH INTO EACH RCV BOX FROM CONTROLLER Q Trees,plants,walls,and permanent structure of any kind may not be planted or DATE COVER BOTTOM AND ALL 1 PVC CONDUIT/SWEEP / S T R t G p 10/25/05 SECTION VIEW- N.T.S. SIDES OF VALVE BOX FOR ET GAGE WIRES(IF REQ.) 1" PVC CONDUIT/SWEEP FOR SECTION VIEW- N.T.S. installed in CVWD and USBR easements or right-of-way.,ithout first obtaining an 9)`0e"10 20Q7 So" 1 11 W. 1" PVC CONDUIT/SWEEP FLOW SENSOR/MCV WIRES(IF REQ.) E)"11M+MI swwy tb.ra»,lie- encroachment permit from CVWD. NO. 11450q FOR TELEPHONE LINE(IF REQ.) SECTION VIEW-N.T.S. G1D FILEDATE WATER \1.-1NAGE\1ENT S�PERK ISOR SHEET NUMBER CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR RIP REMOTE CONTROL VALVEa��ROLLER ENCLOSUREROUND ROD INSTALLATIONCGP SCALE: N.T.S. .S. SCALE: NK OF Se) SHEETS PLAN SET "E" 02-04-09 WATER METER #1 WATER METER #3 Step 1 -Enter ETZone(from the CVND Etc Zone Map(CVWD Drawing No.29523)found in their t► Step 1 -Enter ET Zone(from the CVWD Etc Zone Map(CIANID Drawing No.29523) = = Print Form Y Zeneral Landscape and Irrigation System Design Cnteria") rt L Cit of Palm Desert " (ndscape and Irrigation System Design riteria") ' City of Palm Desert - Y General La Water Cale Chart Step 2 Enter values forsquare footage calculations Water Cale Chart Step-2 Enter value f�rsquarefo�tage�al_ulat�_r_ Step 3-Enter values forthe number of plant materials in eadr water use category. The MAW and EWU Step 3-Enter values for the n umber of pla nt materials In each water use catego y. -•. will be automatically calculated, will be automatically calculated. FINISH GRADE CVWD ETO Zone 3A CVWD ETO Zone 3A _ SUNVAERY&WIi A PARTNM SIC :III-III- Total Number of Plants 274 Total MWA 219.79 Total Number of Plants 1,610 Total MWA 1,338.74 ��SAY WM 200 CLEAN COMPACTED DANA POINT,CALFORNA 92629 -III-I : (-III-I BACKFILL Irrigation System Type Square Footage Estimated Water Use Irrigation System Type Square Footage Estimated Water Use (9�1 FA>< ) III-III- B III-III- Square Footage Calculations Square Footage Calculations -III I -LATERAL LINES, SEE �� 0 0 Ver Low Shrubs 0 Dri - :.••:.••:.,•..;A,•:.,•.:,•.:,:.,:.,•:.,• Very Low Shrubs 0 Drip y p SPECS. Tree&Shrub Squarefootage 7,616 Tree&Shrub Squarefootage s� ND SCAp�, III-III- :•::•'• ::'• : ::' g 19 37 76 _ Low hrubs 49 . 22,712.07 313 76 Murphy 9,p 53 691 CONTROL WIRES, SEE Low Shrubs 14 Drip 3,8 52. w S s Drip � do cti�Ali Turf Spray Square Footage 0 Turf Spray Square Footage 0 `, .o -I I-I �- :•::-. y - - _ SPECS. 3,905.73 94.42 r^ -I I I-I I I-I I I :.: III-III- Low/Mod Shrubs 20 Drip 516.13 12.48 Low/Mod Shrubs 146 Drip UNDISTURBED SOIL Turf Rotor Square Footage 0 Turf Rotor Square Footage 0 PRESSURE MAINLINE, 2 322.59 80.21 Mod Shrubs 501 Dri 13,402.53 462.88 77--31 o :III-III-III . E SPECIFICATIONS oot Mod Shrubs erfeatu till q ar Footage 90 Drip p _ SE Waterfeature Still are F Wat re S e F - Square age 0 y,{� ,,��CC yy u a e 0 -III-III- '''I:';':.'•L''::;•:.e. a''.. :' -III-I Mod/Hi Shrubs 0 7Drip 0 0 Mod/Hi Shrubs 0 Drip 0 0 J'�qT Dote III-III-III-III-I I -I I-I I-III-III- Waterfeature Moving Square Footage 0 Waterfeature Moving Square Footage o -1 F OF CAL\FC -III-III-III-III-III-III-III-III-I High Shrubs 1 Drip 0 0 High Shrubs 0 7 Drip 0 0 Gross Square Footage 7,616 Gross Square Footage 53,691 DIMENSION A B C 989.81 16.41 Low Trees 1 Bublers 25.81 0.43 Low Trees 37 Bublers "v5 _; Cr ie 1/2" TO 3" IN SIZE 18" 12" 4" Less Allowable Boulder/Cobble Less Allowable Boulder/Cobble 10,621 Low/Mod Trees 882.8 25.61 _c 545 Low/Mod Trees 103.23 2.99 33 Bublers -e exc s .e per ; ci Square Footage 4 Bublers Square Footage os 4" TO 6" IN SIZE 24" 4° Irc. *-e se ut; 0 Bublers Boulder and Cobble instructions-If the Mod Trees 6 s 154.84 6.42 Boulder and Cobble instructions-If the Mod Trees 27 Bublers 722.29 29.93 cc-e � e s-- c the SECTION VIEW- N.T.S. total amount of boulder and -ubble area total amount of boulder and cobble area o- " `-e r lei without pant material Is neater than 5�,rr�of Mod/Hi Trees � 0 0 vvitho�, t plant material is seater than 5%of Mod/Hi Trees ,� 0 0 we-e e cue �s- �::,I! p � 0 Bublers p g.. Bublers • the total landscaped area it may be used to the total landscaped area it may be used to e- c e , co _-�s adjust the overall landscape area. 129.03 8.56 adjust the overall landscape area. High 17 Bublers 454.78 30.16 a-o� �� ' �` -e� High Trees Bublers g per s- - Total Plants 274 Total Plants 1,610 Jy y Net Square Footage 7,071 Net Square Footage 43,070 LPIPE INSTALLATION SCALE: N.T.S. Total Tree and Shrub EWU 163.85 Total Tree and Shrub EWU 973.17 Total Waterfeature EWU 0 Total Waterfeature EWU 0 I Total Turf EWU 0 Total Turf EWU 0 Total Estimate Water Use 163.85 Total Estimate Water Use 973.17 Z O Vf as c ' PAVING WATER METER #4 d SAND BACKFILL COACHELLAVALLEY WATERDISTRICT COACHELLA VALLEY WATERDISTRICT -III-I - Step 1 Enter ET Zone(from the CWVD Eto Zone Map(C1/WD Drawing No 29523 '=- = Print Form i - COMPACTED TO THE City of Palm Desert ^General Landscape irrigation system Design Criteria°) --- _I I 1-1 I I_ -I I I- LANDSCAPEIRRIGATION WATER ANALYSIS LANDSCAPE IRRIGATION WATER ANALYSIS p g DENSITY OF EXISTING Water Cale Chart Step 2 Enter values for square footage calculations C B Ste s-Enter Values for the number of plant materials in each,;eater use,_ategLR SOIL PROJECT: PROJECT: p - - • LATERAL LINES The Gallery -Streetscape Landscape Plans The Gallery - Streetscape Landscape Plans will be autornatieally calculated, -I I I-I I I- City of Palm Desert, California City of Palm Desert, California CVWD ETO Zone 3A -III-I I-I IN SCH 40 SLEEVE _ _ .. .... .. .. .. .. .. .. .. .. .. .. ..-..- . ...•. .. .. •. •. CONTROL WIRES Point of Connection 1 Point of Connection 43 -III-III-I I :.:..:.. IN SCH 40 SLEEVE Total Number of Plants i1,923 Total MWA 2,284.44 OD } -III-III-'::•: ::..: :::•:::•: :. '•:::•:::•:;..:;::':.: :: I-III-I _.. f UNDISTURBED SOIL Irrigation System Type Square Footage Estimated Water Use -III-III-III III-III- Project ETo: 93.90 Project ETo: 93.90 •:.• • .: PRESSURE MAINLINE Square Footage Calculations Q _ -III-III-: _- IN SCH 40 SLEEVE MAXI APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALLOWANCE Very Low Shrubs Eo Drip 0 0Go _ _ _ m -III-III-I I {? . p III-III- MUM O Tree&Shrub Square footage 81,264 76 (GALLONS PER YEAR) (GALLONS PER YEAR) ....... I PVC SLEEVES TO BE Low Shrubs 1 028 Drip 39,289.06 54 . CL -III-III -III-� TWICE THE DIAMETER MWA= ETo x o.5 x Total S . Ft.)x(.62)/(748 MWA=(ETo)x(0.5 x Total S . Ft.)x(.62)/(748 Turf SpraySquare Footage -� p � d III-III-III-III-III-III-III-III-III- OF THE PIPE OR WIRE ( ) ( ) ( ) ) ( q ) q g --- -- Low/Mod Shrubs 88 fDrip W Z 3,363.2 7 81.31 BUNDLE CARRIED. _ = Turf Rotor Square Footage W. .. .__..__ _ I. F 93.9 x 0.5 x 7,616 x 0.62 / 748 - 296.4 CCF 93.9 x 0.5 x 53,691 x 0.62 / 748 2089.4 CCF q g DIMENSION A B C D m O DETAIL ALSO FOR PIPE Mod Shrubs 631 rip 24,116.14 832.89 = W LOL Z Waterfeature Still Square Footage 0 ! -- � --- -- - - 0 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. ESTIMATED APPLIED WATER USED: ESTIMATED APPLIED WATER USED: 0 0 cc �GALLONS PER YEAR (GALLONS PER YEAR ModlHi Shrubs E� [D�7� (� ( ) ) Waterfeature Moving Square Footage 0 ' � 0 SECTION VIEW- N.T.S. 0 0 O Z EWU-(ETo x(Plant Factorx HydrozoneS Ft. x(.62 / 7481 EWU=(ETo)x(Plant Factor (H drozoneS Ft.)x .622/(748) High Shrubs Drip L �! ) k� L Y n _. 1z Z 0 ao Irrigation Efficiency Irrigation Efficiency 3 UJ Gross Square Footage 81,264 W 2,369.57 39.28 Low Trees F!2 BUblerS 0 3 m Low Water Use Shrub Planting: Low Water Use Shrub Planting: Less Allowable Boulder/Cobble „ - �` LLA Z 939 x 02 x 3,819 x 0.62 / 748 = 66.1 CCF 93.9 x 0.2 x 22,712 x 0.62 / 748 = 392.8 CCF Square Footage 7,769 Low/Mod Trees 63 Bublers 2,407.79 69.85 Z O 610 0.9 0.9 [ _. .... ....... ---- - 3 m J IN Boulder and Cobble instructions-If the Mod Trees 33 Bublers 1,261.22 52.27 O a m d. v .......... MSLEEVE INSTALLATION ModWaterUse Shrub Planting: ModWaterUse Shrub Planting: total amount of boulder and cobble area SCALE: N,T.S. 93.9 x 0.5 x 2,839 x 0.62 / 748 = 122.7 CCF 93.9 x 0.5 x 17,308 x 0.62 / 748 = 748.4 CCF without plant rnaterlal is greater than S%of Mod/Hi Trees 0 i Bublers 0 0 0.9 p.9 the total landscaped area it may be used to �... .._ W adjust the overalllandscapearea. High Trees 18 Bublers 687.94 45,62 Q Low Water Use Tree Planting: Low Water Use Tree Planting: 93.9 x 0.2 x 26 x 0.62 / 748 = 0.4 CCF 93.9 x 0.2 x 990 x 0.62 / 748 = 17.1 CCF Net Square Footage 73495 Total Plants 1,923 V Q 0.9 0.9 qg , O W LL ModWaterUse Tree Planting: ModWaterUse Tree Planting: Total Tree and Shrub EWU 1,663.98 W :1 LOW VOLTAGE WIRES, 3 MAXIMUM 93.9 x 0.5 x 387 x 0.62 / 748 = 16.7 CCF 93.9 x 0.5 x 2,060 x 0.62 / 748 = 89.1 CCF cc CO V WIRES PASS THROUGH GROOVES IN 0.9 0.9 Total Waterfeature EWU 0 � Z TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE Boulder/Cobble Area: Boulder/Cobble Area: Total Turf EWU 0 1 W IS INSERTED INTO TUBE 0.0 x 0.8 x 545 x 0.62 / 748 = 0.0 CCF 0.0 x 0.8 x 10,621 x 0.62 / 748 = 0.0 CCF > a UJ 0 0.9 0.9 Total Estimate Water Use 1,663.98 cc W W POLY TUBE PRE-FILLED WITH a WATERPROOF GEL J Q � � MAXIMUM APPLIED WATER ALLOWANCE: 298.4 CCF MAXIMUM APPLIED WATER ALLOWANCE: 2089.4 CCF W O � IL LOCK TABS PREVENT WIRE REMOVAL (in hundred cubic feet) (in hundred cubic feet) 12SA05TK08 ~~ 11,6 0) Co W ONCE CONNECTOR IS INSERTED TOTAL ESTIMATED WATER USE: 20ti.0 CCF TOTAL ESTIMATED WATER USE: 1247.4 CCF sweeney + associates v ,UJI Z U O SCOTCHLOK ELECTRICAL SPRING (in hundred cubic feet) (in hundred cubic feet) IRRIGATION DESIGN A�,� CONNECTOR. WIRES SHALL BE ��•��_-�� California � CITY OF PALM DESERT 38730 Sky Canyon Drive.Suite C I" 5 H U PRE-STRIPPED OF 1/2" OF THE INSPECTION SCHEDULE NOTE Murneta.CA92563 INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST em il@ p 1 1 REFER TO THE TITLE SHEET FOR THE CITY email@sweeneyassoc com CONNECTOR ONTO WIRES TO SI"fEET DESCR�PTI N IIIII OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com SEAT FIRMLY. Murrieta.California Austin.Texas Ft Lauderdale. Florida IRRIGATION SCOTCHLOK CONNECTOR AND WIRES DETAILS INSERTED INTO TUBE UNTIL THE SECTION VIEW- N.T.S. CONNECTOR PASSES LOCK TABS DESIGi�lED J.L. These plans have been reviewed by the Coachella Valley Water District in DRAWN NOTE: A T E accordance with Water Code Title 7. Dnision 1.Chapter Article 10 S. Section S&Q WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A R 65597 et seq.requiring efficient landscape and imgation design in cooperation with CHECM SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF the local governing agency(City or Count,-). "Approval of this drawmiz by CV\l D TK SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. staff does not constitute approval to encroach into district and CSBR Rruhts-of-\l av DATE O S T R ( G Trees,plants,walls,and permanent structure of an} kind may not be planted or I O/2S/OS DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 installed in CVWD and L C% w ti easements or right of- ay ��ithout first obtaining an PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL encroachment permit from C�'�N'D NO. 11430a REQUIRE A LARGER APPROVED WIRE CONNECTION. GAD FILEDATE WATERMANAGEMENT SUPERVISOR SHEET NUMBER NCVWD PLAN# DE�'ELOPytE\T SERA-ICE SUPERVISOR ID2 _ WIRE CONNECTION SCALE: N.T.S. OF 38 SHEETS PLAN SET "E' 02-04-09 SECTION 02810 B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, City's PART 2- MATERIALS authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and 2.01 Summary LANDSCAPE IRRIGATION governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or PART 1 - GENERAL acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do 1.01 Summary not meet Landscape Architect's, City's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. C. Inspections will be required for the following at a minimum: A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the 2.02 Pipe Owner. 1. System layout A PARTTUS,94C. A. Pressure supply line between the water meter and the backflow prevention device shall be installed by CVWD. tArDSCME ARCHrTKTS B. The work shall include all materials, labor, services, transportation, and equipment necessa to perform the work as indicated on the drawings, in these 2. Pressure test of irrigation mainline Six hours at 125 PSI or 120% of static water pressure, which ever is greater.) Mainline pressure loss during test shall DAM COAST►CALFOR ,A 92 9 pnecessary p 9 9 ( p 9 ) p 9 DANA POINT,cvFORraA 42629 specifications, and as necessary to complete the contract. not exceed 2 PSI. B. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC (%9)443.1446 FAX(W)443-1631 conforming to ASTM D1785 1.02 Construction Drawings 3. Coverage test of irrigation system. Test shall be performed prior to any planting. C. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be SCH 40 solvent weld PVC conforming to ASTM AND SCAp A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully 4. Final inspection prior to start of maintenance period D1785. �k,� N. Murpf F-1 investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to �`'� ,�� 'l 0 meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to 5. Final acceptance 2.03 Metal Pipe and Fittings ` avoid conflicts between irrigation systems, planting, and architectural features. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. Sya{ure B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When complete and up to date for each site visit. 7-31-10 an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall B. Fittings shall be medium brass, screwed 125-pound class. * Renewal Date have final authority for clarification. E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, City's authorized representative, and sj Date �Q governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. C. Copper pipe and fittings shall be Type "K" sweat soldered. OF CALIFO�� C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the 1.07 Storage and Handling 2.04 Plastic Pipe and Fittings attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation _ other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner approval, Commercial Standards designation, and date of extrusion. occcmpc-Y sec`cc-c•- ^s 1.03 Quality Assurance and at no additional cost to the Owner. _-e t e ex_ ,s .e coe c= B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. c^d .^n A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and shall be injection orig ^c s-e under this section. molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection were a-e:c-ec. 1.08 Cleanupand Disposal molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466, d-C io^ p -e-hcc. ^ *^c e 21 B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions p-o^-o.-ec ex.ez- covering points not shown in the drawings and specifications. A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. oe---liss o^ waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris s`M`'e -✓^ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. D2855. construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. 1.09 Turnover Items F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to A. Operation and Maintenance Manuals: I Owner. 2.05 Valves 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Landscape Architect or City's authorized representative at E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. A. Ball Valves I permits secured or arrangements made by others affecting the work of this section. 2. Each complete, bound manual shall include the following information: 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 1.04 Submittals a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local 2. Ball valves shall be constructed of a bronze or stainless steel body, stainless steel ball and stem. Ball valves shall have threaded connections. Z 0 A. Materials List: manufacturer representatives. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. 5 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete b. Operating and maintenance instructions for all equipment. CC list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. B. Automatic Control Valves: H c. Spare parts lists and related manufacturer information for all equipment. Z 2. The submittals shall include the following information: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. C C. Equipment: a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. 2. Automatic control valves shall be electrically operated. K14<1 1. Supply as a part of this contract the following items: b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the 2.07 Automatic Controller item model number (i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. a. Two (2)wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. � }. 10 c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, b. Three 30-inch sprinkler keys for manual operation of control valves. M exploded diagrams, price lists or other extra information. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. !� c. Two keys for each automatic controller. 06 _ d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified 2.08 Electrical C sizes shall be circled on the catalog cuts. d. Two quick coupler keys with a 1" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. a e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class or Schedule, e. One valve box cover key or wrench. W d H ASTM numbers and/or other certifications as indicated in these specifications. B. All electrical work shall conform to local codes and ordinances. Z f. Six extra sprinkler heads of each size and type. f. Submittal format requirements: 2.09 Low Voltage Control Wiring U. Z g. For specified butterfly valves if required: One (1) 5-foot long valve handle, to fit 2-inch square AWWA operating nut, for use with the specified butterfly = W J 0 i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. valves. A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. Q > ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. 2. The above equipment shall be turned over to City's authorized representative at the final inspection. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings 0 0) Z 26 § iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 1.10 Completion C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for W W Z each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 3. The Landscape Architect or City's authorized representative will allow no substitutions without prior written acceptance A. At the time of the pre-maintenance period inspection, the Landscape Architect, City's authorized representative, and governing agencies will inspect the o� 0 work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to 2.10 Irrigation Heads Z 0 N 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. Landscape Architect or City's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been ?-0J 04 completed. At the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. 0 a m a v 5. The Landscape Architect or City's authorized representative will not review the submittal package unless provided in the format described above. Landscape Architect, City's authorized representative, and governing agencies. B. Irrigation heads shall be used as indicated on the drawings. B. Substitutions: B. The City's authorized representative shall have final authority on all portions of the work. 2.11 Miscellaneous Equipment UJ 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and C. After the system has been completed, the Contractor shall instruct City's authorized representative in the operation and maintenance of the irrigation specifications, he may do so by providing the following information to the Landscape Architect or City's authorized representative for approval. system and shall furnish a complete set of operating and maintenance instructions. A. Landscape Fabric: Landscape fabric for valve box assemblies shall be 5.0- oz. weight woven polypropylene weed barrier. Landscape fabric shall have a Q _ burst strength of 225 PSI, a puncture strength of 60 lbs. and capable of water flow of 12 gallons per minute per square foot. 0 Z 2. Provide a written statement indicating the reason for making the substitution. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the City's satisfaction by the Contractor Type: DeWitt Pro 5 Weed Barrier or approved equal. 0 without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any cc W U. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. kind as a result of the work. B. Equipment such as rain sensors shall be of the manufacturer, size and type indicated on the drawings. W 4. Provide in writing the difference in installed price if the item is accepted. 1.11 Guarantee CO U � Z Q 1.05 Existing Conditions A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and W workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. 00 A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, a W and telephone line connection to the irrigation system. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense J a to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an oo B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement J Q A of construction. Should a discrepancy exist, notify the Landscape Architect and City's authorized representative prior to beginning construction. resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Q V a Contractor, all at no additional cost to the Owner. 12SA05TKo8 cr) co U. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered Sweeney + associates �j o F- 0 underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the C. Guarantee shall be submitted on Contractors own letterhead as follows: 'RRIOaATION DESIGN AN W Z V proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the CITY OF PALM DESERT California ad _ same manner if a rock layer or any other such conditions are encountered. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM . 38730 Sky Canyon Drive.Suite C INSPECTION SCHEDULE NOTE Mumeta.CA 92563 951.461 M30 p 951 461 6850 f D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work REFER TO THE TITLE SHEET FOR THE CITY email@sweeneyassoc com SHEET DESCRIFTI N his own cost; all damage resulting from his operations or negligence. has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any Mumeta.California Austin.Texas Ft Lauderdale. Florida E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 IRRIGATION calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after SPECIFICATIONS F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. DESIGNED and G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. These plans have been reviewed b% the Coachella ValleN Water District in MAWN PROJECT NAME: A T accordance with Water Code Title 7. Division 1.Chapter Article 10 8, Section S&A H. Contractor shall notifyCity's Representative if an existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off PROJECT LOCATION: `N E R 65597 et seq.requiring efficient landscape and irrigation design m cooperation x�ith Y p Y 9 Y p Y Pp p 9 CFIECKED or modifying any existing irrigation system. the local governing agenev(Cit- or Count) "Appro%al or this drax%ing b. C%AN D TK staff does not constitute approval to encroach into district and USBR Rights-of-�i aN CONTRACTOR NAME: Q G Trees,plants,walls,and permanent structure of am kind maN not be planted or ^� 10/25/08 I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction ADDRESS: S T R I installed in CVWD and CSBR easements or right-of-.aN %%ithout first obtaining an of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All encroachment permit from CNAVD )08 NO. 11430q repairs shall be complete to the satisfaction of the City's Representative. TELEPHONE: CAD FILE DATE WATER MANAGEMENT SUPERVISOR 1.06 Inspections SIGNED: SHEEP NUMBER A. The Contractor shall permit the Landscape Architect and City's authorized representative to visit and inspect at all times any part of the work and shall DATE: CVWD PLAN# DEVELOPMENT SERVICE SUPERX ISOR provide safe access for such visits. S�i OF 38 SHEETS PLAN SET "E" 02-04-09 PART 3 - EXECUTION 3.06 Control Wiring 3.01 Site Conditions A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. A. Inspections: B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. SUAMA6t5/MIU111PFiY A PARTNERS.INC lAND5C AK ARQLTECTS 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each 34M COAST WNWAY,SUM 200 DANA POT,CALFORNA 926B and the manufacturer's recommendations. remote control valve. COACHELLAVALLEY WATERDISTRICT 1949)443-U* FAX(949)443.1631 B. Discrepancies: E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior LANDSCAPE IRRIGATION WATER ANALl SIS approval. NOSCgP 1. In the event of discrepancy, immediately notify the Landscape Architect or City's authorized representative. PROJECT: The Gallery - Streetscape Landscape Plans p . e �k. 4 Nlurph -1 3.07 Valves City of Pahn Desert, California �, t✓- �' '�L 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. A. Automatic control valves and ball valves are to be installed in the approximate locations indicated on the drawings. Point of Connection#4 W gyp` (Pm C. Grades: cr -, Srot B. Valve shall be installed in shrub areas whenever possible. t0 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to Project ETo: 93.90 * enm"_ I e finish grade. C. Install all valves as indicated in the detail drawings. J, l We �P C 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. 3.08 Irrigation Heads MAXIMUM APPLIED WATER ALLOWANCE: �TFOF AU 0(GALLONS PER YEAR) D. Field Measurements: A. Irrigation heads shall be installed as indicated on the drawings. MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62)/(748) 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the B. Spacing of heads shall not exceed maximum indicated on the drawings. -•-ese -=A'_s cr;: 'cr --,e installation of all irrigation materials with all other work. 93.9 x 0.5 x 81,264 x 0.62 748 = 3162.5 CCF e v-me vexc -s .e-e-cfcer-, cf C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. =ems M f3 Mo M_-c-r 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. ^ ESTIMATED APPLIED WATER USED: ^•o- s^c ce -e.'-ic-a= �: the3.09 Miscellaneous Equipment c-c c s*--e °c- *,) cr ;-e 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his (GALLONS PER YEAR) *ere �e-..se. =p c- operations or neglect. A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. EWU=.(ETo)x(Plant Factor)x( ydrozone Sq.Ft.W.6,_1(748) -e-cc, e .cr po--• "s E. Diagrammatic Intent: B. Install devices such as rain sensors as indicated on the drawings and as recommended b the manufacturer. Irrigation Efficiency ao...�-c'.ec eXcec- __1 +�-i--e- 9 9 Y ss .. The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping 3.10 Flushing the System Low Water Use Shrub Planting: and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense 93.9 x 0.2 x 39,289 x 0.62 748 = 679.5 CCF to Owner. A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. 0.9 F. Layout: B. Irrigation heads shall be installed after flushing the system has been completed. Mod WaterUse Shrub Planting: � = 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and 3.11 Adjusting the System 93.9 x 0.5 x 27,479 x 0.62 748 1188.2 CCF 0 automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under A. Contractor shall adjust any valves, align heads, and check the coverage of each system prior to coverage test. Low Water Use Tree Planting: paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. B. If it is determined by the Landscape Architect or City's authorized representative that additional adjustments or nozzle changes will be required to provide 939 x 0.2 x 2,370 x 0.62 748 = 41.0 CCF G. Water Supply: proper coverage, all necessary changes or adjustments shall be made prior to any planting. 0.9 Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused b actual site conditions C. The entire system shall be operating properly before an planting operations commence. Mod Water Use Tree Planting: Z pp Y 9 9 Y Y p g p p Y Y p g p shall be made at no additional expense to Owner. 93.9 x 0.5 x 4,357 x 0.62 748 = 188.4 CCF 0 D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. 0.9 N H. ElectricalService: Boulder/Cobble Area: ct W 3.12 Testing and Observation 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no 0.0 x 0.8 x 7,769 x 0.62 748 = 0.0 CCF UJ additional expense to Owner. A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape 0.9 0 Architect, Owner, and governing agencies. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 41<< B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, MAXIMUM APPLIED WATER ALLOWANCE: 3162.5 CCF 3.02 Trenching where and when the work is ready for testing. (in hundred cubic feet) R USE: 2097.1 CCF ESTIMATED WATER A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for TOTAL E E hundred cubic feet) } indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below the planted areas is complete and adequate in the presence of the Landscape Architect. 0 subgrade. M Q D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or CO B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the _ C. Provide minimum cover of 18 inches for control wires. Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. d E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. co W D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. 3.13 Maintenance O cc W ZE. Provide minimum cover of 12 inches for non-pressure lines. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation = W _ 0 F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. coverage to all intended plantings. > (� 3.03 Backfilling 3.14 Completion Cleaning co ov A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be IM Z 0 QD broomed, and any damage sustained on the work of others shall be repaired to original conditions. W Z m B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill 0 It materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed Z Z W � soil and shall conform to adjacent grades. END OF SECTION O YJ 10 C. Floodingin lieu of tamping is not allowed. 0 a m a v p 9 D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. CITY OF PALM DESERT MAINTENANCE a Q � 3.04 Piping 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work V Z herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow (n Q A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. the maintenance schedule &guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current 0 edition. W U. B. Cutting or breaking of existing pavement is not permitted. V C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and Z � g verification. W a � D. Remove all dented and damaged pipe sections. >. W WG E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. W a F. Parallel lines shall not be installed directly over each other. JV $ a 12SA05TK08 V CO co LL G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended sweeney + associates V a H 0 methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours IRRIGATION oEs,G.4 A., c'.5__ W W V curing time before filling. Z California CITY OF PALM DESERT 38730 Sky Canyon Drive.Suite C 0 5 � V H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. INSPECTION SCHEDULE NOTE Mumeta.CA92563 951.461.6830 p 951.461.6850 f I. Centerload all plastic pipe prior to pressure testing. REFER TO THE TITLE SHEET FOR THE CITY email@sweeneyassoc com SHEET DESCRIPTION OF PALM DESERT'S INSPECTION SCHEDULE www.sweeneyassoc.com Murneta.California Austin.Texas Ft. Lauderdale Flonda J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. IRRIGATION K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except SPECIFICATIONS where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. J.L. 3.05 Controller These plans have been revie%%ed by the Coachella Vallee\\ater District in DRAWN A T E accordance with Water Code Title 7.Division 1.Chapter 3. Article 10 S. Section S&A R 65597 et seq.requiring efficient landscape and irrigation design in cooperation X%ith A. The exact location of the controller shall be approved by the Landscape Architect before installation. The electrical service shall be coordinated with this the local governing agenc} (City or Count) "Approval of this dra\rms b,. C\-\l D CHECKED TK location. staff does not constitute approval to encroach into district and U SBR Rights-of-k\a\ DATE O S T R G Trees,plants,walls,and permanent structure of anc kind ma\ not be planted or 1 0/25/08 B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. installed in CVWD and USER easements or right-of-x\a\ %%ithout first obtaining an encroachment permit from CVWD )OB NO. 1145011 C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. CAD FU DATE WATER MANAGE\LENT SUPERVISOR SHEET NUMBER CVWD PLAN 9 DEVELOP\PENT SERVICE SUPERVISOR OF 38 SHEETS PLAN SET "F' 02-04-09 Sy c� 4) PICASSO DI IC N40 a ^ ! a f NDINSKY AY a a - a e a = f _ . - a f - a A PARTNERS,INC. • LANDSCAPE ARQiTECTS j 34197 COAST H K;FWAY,SURE 200 Z DANA PONT,CALFORNA 92629 s a a $ R a c f a (949)443.1446 FAX(949)443-Van a a G R R a a f 5 0 f d LLJ Y f a RU E a \p,NDSCAo o f a R ^ a 734 MurL f a a _ �v Cl (+ Z ; f _ �� a .G� ~Ol _ _ _ f a �) a. � c.) W m C-) V RM R WAYLi N N P " a - ) a - f f f s f f a a a s &gnature 4 7-31-10 f Renewl DdeGERALD FORD ' /.._ f... — _ � Dote �P qTF KEY MAP PROJECT OF CALIFG�� N.T.S. LOCATION O R� T-ese .. c^'-gs cccco^ ac^y ^ szec`- mot c_ rs UT/CITY SYMBOL LEGEND a✓e ^e S- JV ye- V Yul v j, e- - "!u^�hy, ^e' - c F.... - �— %E POkI ER POLE o- s^s es -_-ec to-^e elv ..-.et F - .. „art. .s per. z :ec exce:. w- -,er S- e's i 1 P � � 1 8 g 10 1 I 1 Z . ...... - -- - -- - - -- -- -- - - O ... ....... . .... .... ..... ...... - .. ..... ..... ...... ...... .... _ � I W H � 1� 0 .�, ,.�'......�....�..�...... .�,x.....�..^ �_ _ .._ ......�.��..... srx...... :..._ ..... .... ___ ..__ .., ----- ...�. -.._.-._._ _____ ___� .... .....�..... ... --._.... �_-:�xis.... ....��..... ..: .. .._.._ �ate_ _.._... :::..._. ......:: _.� .�::_d� -� � -� �- ..........-: -` - --- --- - - ,. � .....:. ---... -- �at.__�s�___�---_- a_._ .. ... .a:':."-ems - :'-:: ....:..... _...:...... -.._. ....::-. � --_........ .....ate--'--..:.�,. —, __-_ ._ .......tm'ex_. .... ..... ......_ ........: ... ...... .. .:._. .:._ — t:.'�__---r--- ____. ....-_..x�x.-......-.... ...._.___ __....... ...... .... ..x ....... .......... .....z�. ss......�_..... ..._. ...--�...._ _- .... Z,vmsa_....z�t��H.at......xxuuuata.. .�suu??�'.�.....x -.... ...... _. ___ 24 CH 38 Ja CH 36 1d- Q o 0 AC 2 1 ( � os ° 0 •. _ _.. co .-ram _ f - CO - _ co 1 ®o 0 ® o . .. . __ _- _ . _ SCE "TRAIL" GERALD FORD DRIVE 30' SCE EASEMENT 0 0 = WHO � J to o . 5� Z b6 cc W O QO zo d O 0) V .0. NOTE: 3 O m _j N TREES AND SHRUBS WITHIN 50E EASEMENT O a' m a AREAS HA\/E BEEN DESIGNED AND SHALL BE MAINTAINED 50 PLANT MATERIAL SHALL NOT EXCEED 15'-0" MAXIMUM HEIGHT. W F NOTE:REFER TO SHEET a J -2 / MASTER LEGEND 0Z FOR ALL PLANTING LEGENDS AND NOTES. co �; H O NOTE: W ti °, 1 W 13 NO TREES SHALL BE PLANTED WITHIN G.1/.W.D. U >1 11 12 14 1x CO s EASEMENT OR RIGHT-OF WAY5. Z � NOTE: CO Q j 1 „ NO CONFLICTING UTILITIES WITHIN PROJECT AREA. � cc UJ 1 _ _� _ --- _. ...... .__ ..... . .. _.. . s �' CL W Till ' s W 0. i i?1 AS(24)''.. Q $ — U. 0 !R V .. ...... .... OS 2 ( ) 0 . . o SHEET DESCRIPTION A 1 O' 20' 40' (60' 50' - NORTH 1 TREE / VINE : 1 . PLANTING _ _... ._ PLANTING DESIGN® < ,.. J.L. o:. �0 1 "' �; w \ \\ _ _ _ _.. _ _ _. _ _ _ _.. _ Th 1 h n re e ed b� the Coachella alley Water District in .............................................. - --- -------- - _._ --- - ......... ........ ........ - - - .. ... - -- W ......... ........ -. ..-..... _ .._ _ _._______ _ 1 ese p ans ave bee - T F accordance with Water Code Title 7.Division 1.Chapter-. article 10 8. Section DRAWNJ.L. 1 R 65597 et seq.requiring efficient landscape and irrigation design in cooperation x�ith SCE "TRAIL" GERALD FORD DRIVE 30' SCE EASEMENT the local governing agency(City or Countv). "Approval of this dra�+mu b� C\\\-D OiE(XM P.M. staff does not constitute approval to encroach into district and USBR Rights-of-\\ac DATE O G Trees,plants,walls,and permanent structure of anv kind may not be planted or 10/25/08 S T R , installed in CVWD and LSBR easements or right-of-v.ay. xNithout first obtaining an encroachment permit from CV\\D. )OB NO. 1 1450q GAD FILE G/TT OF PALM VE5ER7' DATE WATER M NAGENIENT SUPERVISOR 1N5PEG710N 5GHjFDUL.P NOTE SHEET NUMBER REFER TO THE TITLE SHEET FOR THE CITY OF CVWD PLAN# DEVELOPMENT SERVICE Sl PER\ISOR PALM DE5ERT'S INSPECTION SCHEDULE. Of 38 SHEETS PLAN SET "E" 02-04-09 DR1 PICASSO DRIVE F ■ C F,�,0 KANDINSKY AY 3 PARTNIM NC s ° - LANDSCAPE AR(}fTECTS w 34197 COAST Hla WAY,SURE 200 DANA POINT,CALIIFORW 92629 ° (949)443.U* FAX(949)443.1631 a " c f a = -f og O 0. - ° s - Ru E x a ND SC 0. _ Ap i a - k. Morph -9 a a a " a a x a - s s a s Q O �• y 'p o _ w f \� o� ° V M E WAY U " N P = a f A _>i a a s s f a a a = s ' 3 *nature 1 7-31- / Rem al 10 e GERALD FORD FM JK _ ST Date �P AP-KEY M �TF OF CAL1F0�� N.T.S. PROJECT O R� LOCATION T-ese cw _ V , cccc—cc-y'" ysCec `�zt Cry UT/L/TT SYMBOL LBGEN17 :, -ne CZ Jy:e ✓- e �— eicE POV,ER POLE c- we-e ec. ,.... ec cr, e- *-_ _ p tee excec_ .- .-er tee,— Ss __-sjrr 33 I � 1 r r „ I 32 E 27 31 30 29 28 , I 13L °► i+ I Z , 1 ...... ..... . .. __. _ ftft 1 1 W r 1 i ::::.�...:::�::::CC(24} ..... / CC(24) DS( . r Ds(3s) ec 24) 24) AC(24) 24 24 CN 36 0 _ o o _. Q..._ O O 8C 4 � -L i i Q . i. is o _. O —�,— ..._._ _. _. :_. : 1 :. _... co coo 07PR0-- ........... ............ --- - ---— _._._.. -- _ .. . - - 1 fi--- 0 Q z SCE "TRAIL" 30' SCE EASEMENT GERALD FORD DRIVE SCE "TRAIL" 30 SCE EASEMENT W O > J (0) Q � U 0 0.) W WZm W O V� V 3 IZ m _jN O C L 9 1 NOTE: TREES AND SHRUBS WITHIN 5CE EASEMENT i I AREAS HAVE BEEN DE516NED AND SHALL W I BE MAINTAINED� SO PLANT MATERIAL SHALL Q 2 4 2 3 1 2 2 NOT EXCEED 15 -O MAXIMUM HEIGHT. V Z 25 21 c, 26 , t REFER TO SHEET ML-2 / MASTER LEGEND ~ U. FOR ALL PLANTING LEGENDS AND NOTES. W J 1 I � W 1 NOTE: 1 NO TREES SHALL BE PLANTED WITHIN C.V.W.D. CO � M 1 _. _-... ENT OR RIGHT-OF WAYS. ' _.. _ - - _ NOTE: G O CONFLICTING UTILITIES WITHIN PROJECT AREA. LU 1; ... CN( ) _ 24 ...... .. ....... .. .. -.. o ®' co U. ) 8 0 BC 24 ` o AC(24) p QH( ) � r _. .. .. DS(36) CM 24 �) 20' U �rr o i G L 0 o CC(24) D o ■ o o M 38 ■ 1 ao 1 _. _ EET DESCRI N NORTH 1 20 4 60 501 1 0 _.__-: .. ,' - ., ,: TREE � VINE _. .:. ....... ........... w:: - --- --- .... _ ...... .: _ .. _.. rj PLANTING DESIGNED _._._... ........ ........... ................. .......... ... -_ - -- .^_ - .. ........ . ........... ..... _ _ — - _ se plan Code ed 7 D�� - I _ J.L. -- """- The shave been rep ie��ed b�'the Coachella\"alley Water District in p� T F R accordance with Water e . is 1.Chapter Article 10 8, Section DRAWN J.L• 65597 et se requiring efficient landscape and irrigation design in cooperation with GERALD FORD DRIVE I the local governing agencc(Cite or Coupn 1 ".>ppro�al of this dra�titn Pb�CVWD CHECKED SCE "TRAIL" 30' SCE EASEMENT - P.M. staff does not constitute approval to encroach into district and L SBR Riuhts-of-WaN DATE O S 1 G Trees,plants,walls,and permanent structure of anN kind may not be planted or 10/25/05 T R installed in CVWD and CSBR easements or right-of-v,a_-, %,ithout first obtaining an encroachment permit from CVvN'D " NO. 1143041 CAD RILE DATE WATER MANAGEMENT SUPERVISOR G/TY OF PALM IDE5BR7- SHEET NUMBER IN5PFGT/ON 5GHEVUL E NOTB CVWD PLAN# DEVELOPMENT SERVICE SLPERVISOR REFER TO THE TITLE SHEET FOR THE CITY OF TPm2 PALM DE5ERT'5 INSPECTION SCHEDULE. OF 35 SHEETS PLAN SET "E" 02-04-09 D� SyDR PICASSO DRIVE u _ 7 x,EkO IC- ...... .._.. DS(24) .- R � _ ' K a AN INSKY AY a a .......................... hilt .�.. _ a�' IRRI �! a� iaMk; a� aar a� a� R>• a� a� as, a a x s x _ x • s x A PARTNEILS.INC _ _ .... ...... ...... _ _ _.. ... . .... ..... _.._. BG,i24) 6 S p�) i R R a x 341 LANDSCAPE AYE SUITE 200 O x - - R R D w DANA PONT,CALFORNA 92629 (949)443-1446 FAX(949)4431631 CC(24) x $ n a G R R ! •x x R a go + 7 R R R x R x ! a 7 C R O 8�24) - a ! Ru E a a �,NDSCAp b • x x R a a x R Z x a a ! _ 1 x x - ��O - Murphy�I rn + VE WEER WAY - N N P �' 1 G n . a . - _ - _ _ R R ^ R R R G R R 1 x x _ g f Signature V g 7-31-10 CH(36) w ' Renewal e GERALD FORD GERALD FORD r CV(36) ��"9Tf� Dote I F KEY MAP PROJECT F CAL 0 N.T.S. LOCATION o O R� +O ese -^w s ^ BR(24) a,e e ex eyP :;e re UT/LITY SYMBOL LEGEND -° 5 y�,J- �'_-e -se p. �- �-JGE POPER POLE cc. ec tc-.-__ o - - e `- A t^eY (z4) b we^e ° ° [� d e- _ « ., e ., .,car+, r s Cl00 ` W Pe' SSu Px` V_y..'SJ r Gv(o38�' � I U AS(24) ° k3o17 O b z LU , — t� cv( ) O U 36 _.... o C170 f: 1 ` o CH(36) AS(24) OD CF(o36) PA(10') 18 C, i / i AS(24) PA(10') �(08). Cf rTl W _ V UL O r < I Z = W _ J o PA(1oq V I Q f PA(10') CH C .. Z 0 CO l > ° PA(10-) W Z l � Uj PA(15' / P ts- Z O cr ) p a m a °♦ NOTE o o O TREES AND SHRUBS WITHIN SCE EASEMENT f AS(24) "4 PA(15') 6 _...._ a AREAS HA\/E BEEN DESIGNED AND SHALL 2 " K r ) PA W) BE MAINTAINED SO PLANT MATERIAL SHALL -O I GHT 1 - NOT EXCEED MA a 0 � N E EE 15' MAXIMUM M HE ° ` ts) _ NOTE: PA(157 W24) i ° . ' °♦ REFER TO SHEET ML-2 / MASTER LEGEND U 0 NG LEGENDS AND NOTES. FOR ALL PLANTI O O -' A(1 P o') NOTE: W U. (THIN G.V.W.D. 73 �: NO ES SHALL BE Im CO n ° ,.,. PA(1o7 EASEMEENT OR RIGHT OFAWAYS w 20 , , , _ , : ti +' ° ♦ NOTE: Q : W NO CONFLICTING UTILITIES WITHIN PROJECT AREA. � J � N _- � " CL - 6 � Uj r CH(24) CH(24) W 0. A. o ®o i BR(24) U. Uj SCALE : 20 WU 24 - , o 31 !5 124) ® a (~ V Cf os(36) - 1 ° - 'r f Tf i _..... s;r r /f DESCRIPTION 20,1 _ 60 15 , NORTH ® TREE / VINE I _... I PLANTING -_ 1 DESICT�ED _ _.... These plans District S . .. . __.._ .... __. ._. __. .. _ ...._ . . ._.... . SCE "TRAIL" 30' SCE EASEMENT accordance ce with been ed b� the Coachella\a11ee1�'ater"le Section DMWN ,� J L _ ..__ .. - ... _.... -- Chapter -Article 1 A T E R efficient design m cooperation��nh t Water to t JL 65597 et seq.requiring eftuient landscape and n GERALD FORD DRIVECHECKED 1 :... ...... _..._ _....: the local governing agency ICin or County► ".lppro�al of this dra��n�b� C\��-D P.M. 1 staff does not constitute approval to encroach into district and L S B R Rights-of-Xt ac DATE O G Trees,plants,walls,and permanent structure of an-, kind mac not be planted or 10/25/08 1 S T R ) installed in CVWD and L'SBR easements or right-of-xN ac\N ithout first obtaining an 1 encroachment permit from CV\i'D. � NO 11430�i 1 CAD FILE DATE WATER\IANAGE\tE\T SUPERVISOR ISOR SHEET NUMBER CITY OF PALM DE5ERT CVWD PLAN# DEVELOPMENT SERVICE SLPERVISOR I NV=EC T/ON 5GNEVULE NOTE TP,iiiiiiii,3 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. LOF 38 SHEETS PLAN SET "E" 02-04-09 Di ShO+P f PICASSO DRIVEu I a - : � x R R _ A R S _ T 7 Y Y d- N__� xX s s \ ' _ / - ! _ i' / IC E _ e e - - - a - a i ! q q - :< 4 i .: : : i : .i ,.. .. R x mmmm � � a� .tom = M $0 � � M � MMMMM � KAN INSKY AY a s a _ MATGHLINE - 5EE S: CH(24) e a g ! _ .��::-(. ,._..I.I I�_i++_ I s = _._ _ n s_Cer z o a Z } o a. a a E A a s ! a x ! _ a - t PNtTN8t5,NG _. _____ . ....... . ......I __._ 11 r-- -1lt- jH'�1Iljs-_I el �:'C..e cC )IISs A ----i. :: °�i �� - - r : OP�'� ! �i - ! ! q I'`" M1Ct11MAY $UfTE 200 s s _ LANDSCAPE AR __. s x R z DANA PONT,GLfORNA 9Z629 ! R ! MATGHLINE - SEE BELOW- RIGHTtBCt24) a n - ° l } ` (949)4431446 FAX(949)443163I ...... ... ........._— .......................... _ n ON M ® = M 0 CC(36) z S q ! ! R a o, ,�° g 6 R R q ! - R f 0 ...- __- .._ ...... ...... _ t I .r - a R R % } � s x E R s R a a ! ! O - _.. - - _ , 66 Y 1 I a NDSCAP ., 3 p 4 24) ^ R A R . R a E R - a • s ! ! -_ AC(24) n. E ° a E � I P6(36) o o - R s s j � C,M Phy ti �C' _ z a C' O x R DS(24) r CH(36) s N p R u o p s VE E WAY U - w I e . e R .. q A Y matt : p - - ! 5 7 31 0 » GERALD F GERALD FORD a18t0! 8 i 0 : ...._.._ p` a ORD Cb(2?L) S�qT \ °: PR0.IEGT It:t, ...... J j F OF CAL1F( 21 BC24, KEY MAP LOCATION (3e -' - As(; ,. N.T.S. . :: :: ., O ., :v q - e ... / / / y/ G�/�,/a / }'' - j ° V l /L. I T l ..J 1 /�l1JOL ��NIJ eS e, �x^ , _cS �V ^r, - - - ...,.I I...I+�..I.I�.�.)I:.:�.::I I�:IIII�:::.::::�w.:�;t�II:. I"I�I I N��I--'I,,,�I 1�'��1'1,I I __ ..... __.._ .,c- s-al^e e J-- jted - - so , ...... ... ... ...... ... _.._- __: +)'' , CF(36) p _ . j —( 5GE POV�R POLE cr -0 s e C�� « -c a *e ° ✓e� -ec to-use feV o p x o _ BC124) 6C(24) F ^I o'C r C, 't t �ite.. Ex��,. �'� -- C P^ 8C�24) ..................................................*.....i..i 10-.:::ijiii��1.�.�:.Ill0Il0ji'l-!1�j�;:iI:II��li,.::::..:.;ii�;.;....� Ce. 1ssI ..- ^ram �,�I;.'IIII.�,-1II''I'1��+.�%.il�I::�l 1�I,-:'�i+.,1�I1..�,�l..W�II I��.�...,"..�,:.*,I"��...�"'`]..:.I%,.+,I.:,:'r.',::,:.I%)�"_.A,:7�:::�;.II,':.:.t:::.q,i,i-.--.I.,!.'L++.-.!�%i�.��_7,]S_:��;.4�'-,.,!-�.��+��:�!:..-'i!,4�i'+:::;.'++��.:''-:V'_...,,�L1��.:.:':"..�.I-'.�qj�+..,:��+',L::..,.�:�,�:;-.,"I'.f`�.�I.:.�''�-,::*!+:..�':,�;';�+�..i'��:��.:-:...�..'�'+'_"�.,�'s..'*i1,,I:�i..�:i.'.......',:: _.. r5 0. 0%C.—�;Wc4a40,?ocfA# & - : " / 0. BC�24) �� t i15(24) �b24 : r �l .: p : : DS(38)' DS(24) o w - _._.._ o CV(36) o e 'i� O i ii �- ,BC�24) . CC(24) OS(24) : ° I i O 22 c ' KK S6 1 s' CH(3�) --, ° `M .__ i i CH(38) TL a Z a i CF(36) O p ° dc(24) -.--. ... .. __._ -- ---"` --- i3 , 24 Cif W p _ 1 _ __ __ ...-. . ........ E ' .... cv(38) i. - _ _ I :' 18 _.. : w ° . AC(36) CC( 4) a ___. - W cF(36) ao ° a24) cH(36) 23 ' : ° ®p 2{) O i a* . ,' Z 4) w 0 ... (24) f CH(24) O O . O Z p{(38) : �t2+) P..{ � = WHO 1 p ��; w > J U -- — — _ 0 r --- BC�24) ------ _. `.. - .._. .... .... ; CI W) .. _ II o W H ... ...... - __. . - I..:!:q�.;::I�..::�::�L.�.�:;..:;�.:;I�.I:_.�:;��::::I::III.::I..:�:::I;I II:IIIII:IIIii::..q......................_..__---_"I'l_l'_I,.�;_.;.T��:�;:::i:::;:i:�1,"'��",?:�:;;�.I:l��''I;;':ii�_I4::��:��ji.Mi iiji1 i:7 l�iUJ�i;�j.i..;_��;�i....;'I:.,I1U�',MgIk!.i i Ii:.i l�ljI:I ii:i:::11�i—�:�r1��:�I:i'�I.ii�:�-�'"J',�'i�i!.!iii:.':��I!.::.,ii��:�:.�..-:I.�:1r��i��.i:_�;:i].','�L�'l;!:.;.:.�:��::'1��i;ii::;::",I 1iIl1!_.II�1 i!i:i.,1',]�:i:..:::i1�;_I:'-�;l::.1::'0:-,.�..i�.ii'�",iL:i i�'Ji i�:::'';:�::1::�",1.r:�:i.::::i I::I�i:.-1;_�_,;.L`�;.I.i,'iI,:::.*:I::i".�i M;:,::LI.�1�,�i��::;;::::: D IS( 24) fit ) a3 < 9 I..%-I ip;:.::�"-I�I_.--I..-�-�I_��t'I.:.�,.I....,:-.".-....I..".!.:...1,..,,;;.I.,,.�..:.;�.;1::_.._..,..I.I.-_".,''t.....,.-_'�.�;I�;;I.":IwI'_:....L�L:L.-..�_..� I'.�I�.�+�..mL;..�L'....t.L I.I�..'.._...L%..:It..I I II�:'�:...:::i�I:I��'.-1�+.�'1,I��:::...�l�z.I �..;.:I:q4.:.::j::I�I z:%�.��.:.".1�_I�;.,:;_.M;�,..;1.,I:I:��.L',..t�'-I.i.E!�.:L �:�:.L%+-..+I I I._.._L.;..::I� :;:I:::::�.:..:.;:I.:I:::!::.�I.:I�II::..��::I�.::.�::�::::I. 7:�-r=�CC--/4C-.4<)/�� -._--.-_I_'____._.1_'__._.'1----.1-._'-_'..._-_.-.1........_..._.."-.-_'--....-_.'-_-,W1-. --.�-.--__M-_,--_.-.i-.&_.1._.-_".'_.i.i.9i.k.-._-_........_._—._.i�._i i_4..,�..�_..,"_�%._-II.._.I.i� �Ij'(i i;;i.O.:�:� : , o - "% -00 IB II .CZ5(W005 _.- „- - _ __..... z w , O Z Z om * d. o : w mj0 4� I w c 6 ;° O NOTE: - TREES AND SHRUBS WITHIN SCE EASEMENT U ', AREAS HAVE BEEN DESIGNED AND SHALL �k2+) -- , : "O `.i BE MAINTAINED SO PLANT MATERIAL SHALL w i< AC(36) 24) �_ �i ii . °' = � I NOT EXCEED 15 O MAXI MUM HEIGHT. v i 24 z - o Q t w NOTE• V � . I : tl :t REFER TO SHEET ML 2 / MASTER LEGEND 0 0 4 . D4 FOR ALL PLANTING LEGENDS AND NOTES. (� J _. i �2+ W _..�. NOTE yt i D5t24) _,.. - NO TREES SHALL BE PLANTED WITHIN G V W D ENT OR RIGHT OF WAYS ..... _ ___ ._ Ds(36) - __ _ _ W a _ _..- ` O ° :, _ _ ,r, NOTE M `" NO CONFLICTIN ___... . ___ _ _ _......._. G UTILITIES WITHIN PR0.IEGT AREA. _ W........ ..... ... .....-______ , E--r „ _. __ _ . .. -__ - -- ---- _ , JQ8C i. . ° a . : 24) r Q 9) , L Bc�24j O f �02 SGL I " = 20' w Z ._._. . a DS �— ____ a La 0� p I EET D IPTI N 15 ` . - NORTH ' O' 20' 40' 60' 80' II _.... CH(24) 2 : V I°` '' PLAN TREE INE �� ,: - TING 3�t Ds(24) J.L. I BC�24j ° _ These plans have been reviex ed b}'the Coachella\"alley\\ater Dutnct in A accordance with Water Code Title 7 Division 1 Ch per \rt cle I 0 8 Sett w a t , i T ec ion DRAWN J.L. E I AC(o24) I CH(36) � R 65597 et seq.requiring efficient landscape and irrigation design in cooperation v,ith ,�: : , ',o» the local governing agenc} (City or Countv) "Approval of this dray.ing b,. C\"\\D Oa P.M. _" .___ ... .... ----' --- DS(24) ° __ . _..... ...... ... .- _- ...._. ... .. ..._ .- u Rights of\\a- _________ . .. ...._ F,: -_., r I` Trees plantstwalls�tandpermanen�structoureoftanaikindt a�notbeplantedor W LSBR t - dee: _____- _ .. ...... __ — __... _ — _. S T R I installed in CV D and Basemen s or right of-� av without first obtaining an c DATE 10/25/08 i:.::�I��:-I::1,,-.. - — ..-1.._-� i_...r MATGHLINE - SEE SHEET TP 3 ;� : ___ _. .__....... .... .. ... �..� .�._� i p encroachmen p rmrt fr 4300 t e __ __- MATC.HLINE - SEE ABOVE- LEFT ::> ec,�24) ...I. .. . _- — .... ...... ...... — __ ° GAD RLE I : _ _._. — . : — . ....... . ....... ...... . .. — .. ._. BC�24) DATE \L \TER�l�\ \GE\tE\T SL PER\ISOR . GiTy OP PALM VE3 RT SHEET NUMBER INSPECT/ON 5GHEI7ULF NOTE CVWD PLAN# DEVELOPMENT SER\"ICE SUPERVISOR TP 4 .. REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'5 INSPECTION SCHEDULE. I I OF 38 SHIII EEI� PLAN SET "E' 02-04-09 PICASSO DRIVEc � ° x s KANDINSKY AY _ i ' a • ° LANDSCAPE ARCHITECTS 34197 COAST HIaMAY,SURE 200 W DANA POINT,GILFORNA 92629 (949)443.1446 FAX(949)443-YoM o R � _ •° _ 1° ° o a v Y RLI E : ND SC \�` A P 0 V RM E Signature 4v(38) 7-31-10 eneval e 10VS(24) GERALD FORD CERALD FORD Dote KEY MAP PROJECT LOCATION . Qu AS(24;.. INAHSHORE Y,I:._ DRIVE N.T.S. U(�) 'j 0 T ese * --e r - -- : ter, - Aw(24) __"5;24) _._ ---- _ ,p :u•_hv. r _ r , _. ..._ E POWER PO 3 ff r i 5G LE i e�at} f ' 11 - 1 i o f c CH(24)._ r ,� .. : r \. i r ; 24 , , / _. / PA(10') PA(1#) o , i� As(24) � �4 PA(1.0. PA(1(}) p _ o o 12 PA( ') b AS(24) Cf \ 0 o PA(15) � 1 Y PA(1 \. 0 .. PG(48) ;C'A(137 CH(R4) a ° FA(1(� a As(� a I CO 0) G t I f P91�') C _ co ° PA(107 a w W4 w � � o zV PA(to') ....... . a ®o o w � � Zw !:�: O l!h 1-1 ♦' PG(38) C0 Ma v QAZ' v/ � W O z4co w zZ m O M V O W Z N Z Ayll(24) ; p a NOTE: 3 O GD J 0 EIV4) ®o' TREES AND SHRUBS WITHIN 50E EASEMENT O a a " r AREAS HATE BEEN DESIGNED AND SHALL -- BE MAINTAINED 50 PLANT MATERIAL SHALL `A;36) NOT EXCEED 15'-0" MAXIMUM HEIGHT. w NOTE• � W REFER TO SHEET ML-2 / MASTER LEGEND V z tc�24' ! } w v FOR ALL PLANTING LEGENDS AND NOTES. O Pcc3e) U. o' w NOTE: w J U NO TREES SHALL BE PLANTED WITHIN C.V.W.D. w cc CO Ac(ae) EASEMENT OR RIGHT-OF WAYS. V _ NOTE: O Z cc NO CONFLICTING UTILITIES WITHIN PROJECT AREA W 4. w /w cG _ 24 J o f; l QV � a �R MATGHLINE — SEE �iHiET Tf'-4 __. ._.. V C* C* LL.Q M =IM i � � � � M � 4• Wes.. � � � � � � II r V 0 SCALE : I = 20 w zV CH(24).40 CA. H H V ' �"� °�'�' " O 20 40� (60 80 NORTH TREE ! VINE PLANTING DB'GN® J.L. These plans have been re%iewed by the Coachella Valle\ Water District in DRAWN A T E accordance with Water Code Title 7. Division 1.Chapter Article 10 8- Section J.L. R 65597 et seq.requiring efficient landscape and irrigation design in cooperation\�tth the local governing agenc} (Cit} or Counn 1 "Approval of this drawing.b\ C\\\-D CHEOM P.M. staff does not constitute approval to encroach into district and L SBR Rights-of-\\a\ DATE O S , G Trees,plants,walls,and permanent structure of any kind ma\ not be planted or 10/25/05 T R installed in CVWD and L'SBR easements or ng.ht-of-«a-_ without first obtaimns an encroachment permit from CV\\"D )OB NO. 11430'9 GAD FILE DATE WATER MANAGEME\T SUPERVISOR G/T7' 01�' PAL.M DE5EIR7- SHEET NUMBER INSPECT/ON 5GHEDULF NOTr CVWD PLAN ii DEVELOPMENT SERVICE SUPERVISOR ISOR REFER TO THE TITLE SHEET FOR THE CITY OF TPm5 FALM DESERT'S INSPECTION SCHEDULE. aEjO OF 38 SHER—i PLAN SET "E" 02-04-09 y0 PICASSO RIVE - s 'l A 3 i C i i a R a i i 7 a a i Y �.0 R^A BWMLXVW! PARTTJIBL$,INC. i s a i W LA LPJLJ PE ARC}fTECTS P 10' � s A s " - i 34197 COAST HK WAY,SURE 200 A( ) a �' DANA 92629 o» i a F a a i < (949)443.1446 )44316.31 s O ,- U _ _ i ■ cr a i a s 0 E x ri a _ \-NOSCgp PA(15') o a a a o CH(�)' Cr NA i g 7-31-10 n K , , GERALD FORD GERALD FORD enewa� e ti CH(J6) \ KEY PROJECT z � ,a » MAP OF CALIF x N.N.T.S. LOCATION PE(3B) PAJ � i a h• yam _ P O). C- ysD ct Cr y e,. CCc UT/L 5TMB e _x- �T'�' OL LEG ND c � e rr " w € $`. k r ? i PA( 0,) o� L2 SGE PONE - :-. T .. r cF( ) ,., ..: r �}�, �.�' y° POLE .. .., s .. .._ -e-•- +- - R T 'Y�' �` �`� �� " "�> �� "g..�'"�-r DS(24) a „ e CH( , •` o O T� R t w . s, °f ,(.k . 'ri �:��.,.• � � I O •�iP, ~CS „ » y{ J(r s ; wIT� L-1 \. ..`}' �.hy< y k-C-„ •..�36) r-�. - - .: ,,r • j ., `�"s .a. M .. i ............... \ T \ P r r B c 4 CN W k ) ( ) ram.. �c O O \ ; » , , v ht48) gC � H i � 0 " T o r / r 3 5 PE(38) V(36) ., f,. \ CH(38) ' s o ) o o CO o � , /' • - ° CH(24) co i \ / ° / 'f ' U(3e) co COD ♦ ° ;1 W V ♦ j` f PE(36) , cc ♦ _ ) "- PA(1s, � ♦ \ � `\ I "� CO) I ♦ ; ; / \ - //��//��PA(10) �/ P ♦ i,. Uj 1. vvv LOT Y ° cH(3a) � 3 CM r O � J o♦ ' RETENTION BASIN o a a� n. ,. ♦ 1 NTION ,�) PA(1a� "� ` TREES AND • \ ♦ : \, ° \ ' F HRUBS WITHIN SGE EASE N ,- I AREAS HAVE BEEN DESIGNED AND 5H N ' \ fit I ALL W BE MAINTAINED SO PLANT MATERIAL SHALL0. ♦ .\ - o NOT EXCEED 15'-0" MAXIMUM HEIGHT. Q , , �y .k'.,> -a'w.x_:y..-zt Y-y,";:;'.F i3,T.Y.....L_-_ NOTE: z co _ w €� _ ♦ I jay ER TO SHEET ML / MASTER LEGEND '. O FOR ALL PLANTING LEGEND W U. SAND NOTES. J _ ,♦ t y Ply NOTE: W ♦ _ ; � - W NO TREES SHALL BE PLANTED WITHIN G.V.W.D. ♦~A Z J ) MEN cH(3a CF(38) 3: U) M o No CH38) CH(38) PA(/S7 `e` r EASE T OR RIGHT-OF WAYS. Uj NO GONFLIG TIN& UTILITIES WITHIN W ' PROJECT ARE � a G J t.s. �° -'....r ..�. �:.... :.. =�-=-- ter' Q V♦ c'/ ...... _ t•�. 3 f �, 11 U. 3 SCALE : 1 w, MICHELANGELO GATEDNORTH S+� DEi N o o, 201 ) `s 40l 60� 80� ENTRY SEE OVERALL SITE , °� TREE ! VINE PE(36) j t PO(3i) o MAP FOR LOCATION •� PLANTING ... LOT 49 - _ ................................... _ DESKNM se plans ha,e been reviewed by the Coachella Valley Water District m - - — . These JL p. T E accordance w t Water Code Title 7.D{vision I.Chapter 3- Article 10 8, Section M VV N 5597 et seq requiring efficient landscape and i gauon d_ 6 - esign i I - the local governing agency(Cit}'or Countv). "Appro),al of this dra\%m Cooperation P.M. 0 O staff does not constitute approval to encroach into district and USBR Rights-of-�l av S T R 1 G Trees,plants,walls,and permanent structure of anv kind ma\ not be planted or DATE installed in CVWD and USBR easements or right-of-wa,, xrrthout first obtaininu an 10/25/05 encroachment permit from CV`b'D )OB NO. 11450cl DATE WATER\1A\AGE\lE\T SUPERVISOR CJ� ROE G/TY OP PALM DESERT SHEET NUMBER INSPECTION SCHEDULE NOTr CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR REFER TO THE TITLE SHEET FOR THE G I TY OF PALM DE5ERT'5 INSPECTION SCHEDULE. TPm6 I OF 58 SHEETS PLAN SET "E" 02-04-09 SYO'Y PI ASSO DRIVE t Y#;M ■KANDINSKY a ■ R a R B a s s B - R AAAARLS/MURPHY t PARTNERS,INC • ■ LANDSCAPE ARC HrrECTS s s B �P�\ ■ 9� R z - B B s ■ B Uj 34197 COAST HK;HWAY,RXTE 200 s s B ■ O^ R R R s z Z DANA PONT,C4FORW 926B a < (949)443.1446 FAX(949)443.1631 s 2 P R z R B ■ R Z B O w - B a0 ■ Ru E - DSC,4,o a ■ a R tt a x R i ° B s i a B - �L� Murph F 9 g y do Z VE M R WAY N N �' - Cr a ■ _ } Signature 7-31-10 enewol e GERALD FORD J'� Dote �P OF CALIFG�� KEY MAP PROJECT N.T.S. � LOCATION � R� acc ..� scec co- C-S UT/L/TY SYl"IDOL L�G�ND _Jec -e exc s e` _y Mr'G' r Irc. . .-e .se . ., cut �- 50E POWER POLE cc-e^ s�c ce es- the o- c s-e rc .s- cr --ev *e-e _•ec, �e—_se. ep — 'ec exc... . %,i-.. pe- ss . - _. _, Opp 7 8 10 1 E ! 1 z :" .._.._. ___ --- --- ------ ._-- .. ...... ...... ...... ..... .... _. ...... . __ — ._.... . . ...... ._._ _..... J L-. ...... ....... ....... ....... ...... .. ... _. ------ -- ----- ----- O ad t W �.:.::::..... — - — — ...... ._ _ - _ - ..... ',..... .. ...... ...... ... :. FS. • F S _ : _ o , c _ _ a� 1 c G - T E` - f co ------------ .. ............ . ...... :.............. ............. ............. ............. ............ ............. ........... .......... ............ : : _. 1 ------- ----------- ............. .... ............. 2 1 _... .... . .... ___._. . .... _ .. _ _ _. ........ ....... ........ .............. ......... ------------ : ------ --- .............. . .............. -----------......... ....................................................... ............................... .........------------------ UJ H z Q SCE "TRAIL" GERALD FORD DRIVE 30' SCE EASEMENT 0 O = W � 0 Q � UU 00) Z CC z 0 OD W CD 62 O 0 `r 3 O m 10 � N 0 a 0 CL ' NOTE: " TREES AND SHRUBS WITHIN 50E EASEMENT � � AREAS HAVE BEEN DESIGNED AND SHALL W BE MAINTAINED 50 PLANT MATERIAL SHALL Q NOT EXCEED 15 O MAXIMUM HE 1 GHT '" NOTE• � � FI REFER TO SHEET ML-2 / MASTER LEGENDU. 1 1 FOR ALL PLANTING LEGENDS AND NOTES. W oc 1 12 13 NOTE: v, v 14 � z 1 - NO TREES SHALL BE PLANTED WITHIN C.V.W.D. jl ' EASEMENT OR RIGHT-OF WAYS. I co NOTE a W 1 .... ... ...... .... ...... ...... ....... .. ....... ... ....... ..__3 - ."_" ___.. __.. _-_ __, ___. --__. ... ...... .. ....... - __.__ __ -____ ...,_. _..,_ -...,. i ...... ..... . .. ....... _..... ...... .. ........ ..__ ..__ Q 1 _. __ __ 1 NO CONFLICTING UTILITIES WITHIN PROJECT AREA Wit W a x Q 1 :, U. t ....... ..... ` i ...... i . CO v -__ --••---.. ..._"_., ... ... .�... :... ... _ .... -,. .......__ _ ... ... ..._.:VkO33 .. .... ..sue' _._ .... SCALE : I W z ' i� FS Q FS O Z F _ FS SHEET DESCRIPTION 4 GG NORTH _ _ _- O 20 40 60 50 ._ .._.. . . _. ..._ - f �. _. PLANTING SHRUB 1 _ _ -. _ .... .-._... ....... . .. ... .. ........................................... _ _ _ re vt vt � h l \' 1 \l r ,_.. _.. These Tans have been e ed b the Coachella a lei ate District in p p, T E accordance with Water Code Title 7.Division 1.Chapter Article 10 8. Section DRAWN J.L. SCE "TRAIL" GERALD FORD DRIVE 30' seE EASEMENT 1 R 65597 et seq. requiring efficient landscape and imvation design in cooperation«nth C>HE� the local governing agency(City or Count-) "Approval of this drawing b% CV\\-D P.M. staff does not constitute approval to encroach into district and CSBR Rjuhts-of-A\aN DATE O G Trees,plants,walls,and permanent structure of any kind may not be planted or 10/25/05 S T R t installed in CVWD and USBR easements or right-of-way\ti ithout first obtaining an encroachment permit from C\'li'D � NO. 1 1450Q G/TY OF PALM VE5.61?T DATE WATER\t-\NAGE\PENT SUPERVISOR CA[) FILE I NSFEC T/ON SGHEVULE NOTE N�"�°t CVWD PLAN# DEVELOP\LENT SERVICE SUPERVISOR ISOR REFER TO THE TITLE SHEET FOR THE G 1 TY OFPIIIIIIIIIIIIIIIIII1 PALM DESERT'S INSPECTION SCHEDULE. OF 55 SHEETS PLAN SET "E" 02-04-09 ay�y Sy PICASSO DRIVE _ R " O E,O = a R L R R x KANDINSKY AY s ° ' R � a s s s s � g a • s - _ ° _ R A PARTN0tS,14C Uj• ° LANDSCAPE ARCHTECTS " s apy� a 9s _ R ° : ° : D 34197 COAST H;HWAY,SUM 200 w DANA POINT,GALFORMA 92629 s 'a (949)4431446 FAX(949)4431631 a 9 c 8 2 F R R • _ ° ; a o Ru E a a ND SC ^ a R a R R a x R - ° a a a a - �� Muir F-9 Z - _ _ 1C13 U VEF M+E WAY N N P Or Signature 1 I 7-31-10 # Renewal Date GERALD FORD GEPAL13 FORD ----- J'�-9 Date KEY MAP rF OF CAUFO� N.T.S. PROJECT 0 R"�� LOCATION xco .,.. UTILITY SYMBOL LEGFN17 :-3 eXv , .re _—e C-.- - �— 50E PONER POLE -c s�_ e es ._ tc . ,. were a:. _c- -e _. _- d......, '^e- " x-_ _ _ :--rt, p' :eC exce:_ :j w','er I^-- 33 r 32 27 31 28 t 30 29 , i _- O w I �� r Vf 1. ZA. LLJ, s , 0 y. kk 4 .. FS 'fE jE _ 9E jE 1 3E � O 1 _. T o ..:.. ... CD_ 1 _ _. _ ap P 1 FS I .: Uj - Z0 GERALD FORD DRIVE SCE "TRAIL" 0 SCE TRAIL 1 O O H 30 SCE EASEMENT 30 SCE EASEMENT � = W U. O > J U CO) aQ O 0) W Wzo a � 0 3 OmjN O CLaf, a � NOTE: TREES AND SHRUBS WITHIN 5CE EASEMENT 1 AREAS HAVE BEEN DE51 GNED AND SHALL W 22 I BE MAINTAINED 50 PLANT MATERIAL SHALL Q 24 23 NOT EXCEED 15'-0" MAXIMUM HEIGHT.21 V Z IM 25 NOTE: 2 ! � I ! h + W REFER TO SHEET ML-2 / MASTER LEGEND W O FOR ALL PLANTING LEGENDS AND NOTES. W 'C NOTEi 1 _.... _.. _ ' � � � -L � - -� NO TREES SHALL BE PLANTED WITHIN G V W D 1 1 . ._. ..._ F WAY W , �S - - - - � EASEMENT OR RIGHT-O 5. � 1 _... .._. __ ....... ... _... a U1 -- -. __ — __. ._ _- W: _: -- —. _ __ ... . ...... ...... ...... . _ .__.. - _-�..... ... I Ix LLJ Q ... NO CONFLICTING UTILIT E5 WITHIN PROJECT AREA UJ LL _ eC _ _.. ¢, SCALE : i 20 W z � O _ 1 -�- © _... SHEET DESCRIPTION 0® 20 40I 80 FS NORTH _ .... SHRUB_ nzw _ .. _ ....... 777777777 ..1 _ PLANTING O z _ - DESKNM .......... ___-_____. ---- ................................................................._. ................................. ... ..... ..... _ _____- _ __ _......._.____ _---_- _ ............................. .. .. . ................................... ...... -....- .. These plans have been revteviced the Coachella Val Water District m t 1 epl b � e� J.L. 1 1 A T E accordance with Water Code Title 7.Division 1.Chapter Article 10 8. Section DRAMIN J.L. 1 65597 et se requiring efficient landsca e and imeation destun m coo eration with GERALD FORD DRIVE R q q g p - - p CHECKED SCE "TRAIL" 30' SCE EASEMENT 1 the local governing agencc(City or Countv) "Approval of this drawing b,. C\-WD P.M. staff does not constitute approval to encroach into dtstnet and USBR Rights-of-Wa\ DATE S T R 1 G Trees,plants,walls,and permanent structure of anv kind may not be planted or 10/25/08 installed in CVWD and U SBR easements or riszht-of-x%av without first obtammu an encroachment permit from CVWD JIM NO. 11430q GAD RLE DATE WATER MANAGEMENT SC PERVISOR G/TY OF PALM DE50R7 SHEET NUMBER IN5PFG77/0N SCHEDULE NOTB CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR REFER TO THE TITLE SHEET FOR THE CITY OF P-2 PALM DESERT'5 INSPECTION SCHEDULE. OF 35 PLAN SET "E" 02-04-09 - SyOR ICASSO DRIVE U ''� :. � C N 40R R : ..--.. ........... ___._..,.._ ,.N:,,: a So 8 a MATGMLINE,- S1EE 5P-4 ` K ' AN INSKY AY _ s _- siil _ _s MM MMM M srt.:`ss. _ ss. ss. s• ss. ss• g s s s s s s s s - -- -.......................... _ ........................... . _ - - TNEn INC. :. 5> s s E R 8 = t PAR _ s s E 8 R 8 � ■ 8 s C s LANDSCAPE ARCHI[TECTS DANA POINT,CALFORN1A 92629 i; tom.. 8 R (949)4431446 FAX(40)4431631 R Z E O 6 a: ANDSCAp� FS _. ERMEER WAY ?N N - R U V 1 6 g Sgnature 7-31-?0 Renewal Date ®: P r I GERALD FORD GERALD FORA S un Dote �P FS PROJECT F of CALIFo�`� KEY MAP Fs LOCATION t? N.T.S. A ® o P ® �O x c re I O G �ese -w t 0 C �, ji o: -3-,.,.s G ' V l lL I l i S l l-I�OL L��N� 'e ex- s erg �t _ c-s C e s / 5GE POWER POLE a. c the v ' FS FS -use 'PF - o �-e �ev were e 1..Ct c- . �C, crr F- z e. w a 0 c - V y -..n e" e% r A I Mnt z. .. G G Fe-"' Sc c^ 'V G G w S- e-s St 4' -rc. iq O W _ G FS FS o FS - _._ P ® O � � G FS _._ • 17 ; : o : G I : G � 1 \ I c S I . O AJ(4e) F - < ri E-i oc gyq �i G ` \ G U I O FS r i FS I O \ o FS � \ \ FS n CO _ w'� i I co 18 FS; g w W G ® ® Z � i si � FS ® W U. Z _ > � O V " FS OD W WZ � y: 00) Uj \ Gb Z 0 � WN 3 m J \ \ G maw , NOTE: , , O O - , : _. _.... TREES AND SHRUBS WITHIN 5GE EASEMENT 1 - } : AREAS HAVE BEEN DESIGNED AND SHALL 9 CL BE MAINTAINED 50 PLANT MATERIAL SHALL • / Q ® NOT EXCEED I5 O MAXIMUM IGHT A rIx NOTE o o 0 ,Jf� REFER TO SHEET ML 2 / MASTER LEGD EN Llj a GG N 4001, �` FOR ALL PLANTING LEGE DS AND NOTES. (jJI ` UG. ® IJ 2 _. J 0 , 11 - T ->,. G , G � � •�• % � O 0 NO TREES SHALL BE PLANTED WITHIN G.Y.W.D. O G ° O � � � LU n r- -; i✓G5 Q G EASEMENT OR RIGHT-OF WAYS. Gl� a. W Z P , oc I WITHIN A W GG, ® NO GONFLIGTING UTILIT ES PROJECT AREA. P c. J 0 G a Q Z ono __ SCALE : ( 20 - w z �i .. : Q O ® PO G _.. P G ®' G ,..FS 1. .,., .- SHEET DESCRI PTION I N .....: ..-. , r. , NORTH 20' 40' 60' 80' P SHRUB - — _ 1 _...._ PLANTING 1 G T /IJ -. ..-_ SCE "TRAIL" 3�' SCE EASEMENT These plans have been revtev.ed by the Coachella\'alley��ater District m DRAVIM JL '. p _.._ — -'- A T F accordance with Water Code Title 7-Division 1.Chapter 3- Article 10 S. Section J.L. 1 i seq. requiring efficient landscape and irrigation design in cooperation v%nh GERALD FORD DRIVE R 6559�et .......... . ... CHEQCED 1 the local governing agency ICin-or County 1 "Appro\al of this drawim_bN CVN\-D P.M. 1 staff does not constitute appro\al to encroach into district and USBR Riahts-of-)t\a,, DATE O S , G Trees,plants,walls,and permanent structure of anN kind may not be planted or 10/25/05 1 T R installed in CVWD and USBR easements or right-of=«av�%ithout first obtaimn_an 1 encroachment permit from CVWD 1OB NO. 1145041 1 CDFU DATE WATER MANAGEMENT SUPERVISOR G/TY OF PALM VE50RT SHEET NUMBER IN5RECT/ON 5GHEMLE NOTr CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR SPm3 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERTS INSPECTION SCHEDULE. OF 55 SHEETS PLAN SET "E" 02-04-09 DIN% sry0 PICASSO DRIVE = r = i FS i a i R a� M uia KANDINSKY AY a = a MATGHLINE - SEE L a a s a a g s o - t a FS,, a a R A a Sl11rYd6LSJx1.1RPF1Y 3 PARTNn RVC LANDS..._ _ . _.... _... �' AY 200 o a ma �+ z pP�� a s _ a 343 97 O HK;HW ,SUTE ® " .--" .. ,. 3 i.... +7-.: s R a PONT,GV.fOR1'LA 42629 a a MATGHLINE - SEE BELOW- R15HT O s s �... ' , � , � a (949)443T446 FAX(949)4431631 ' :< FS y 9 B s k i a R a ■ 'l �� a R _ ..... ...... ..__. _.._ ® ! a F i a a ' ' c> Y a a � �NDSCq 0 t _ - a R R R � x a x a g ° a a a l � ��O �,• Nlurph q FS WN —N Ufe V RME R WAY � --� 77--311 t-10 �00 G c °>: GERALD FORD EftEwOi e GERALD FORD FS a j J'Tq Dote , . Z_ PROJECT s FS LOCATION KEY MAP of CALIF 21 N.T.S. _ r o _ _ UTIL/TY SYMBOL LEGEND _ ex,M s !,r F'.i # i j irc. -e Toss_ cut - :; __ o ,he _.__ ._... ..._ .. ...... _ E r POWER POLE - �- 5G " _ FS « e . e c FS i FS o. e, , ... FS F s = -u " � ' ^.pr c - -- ..... ... ...... �a FSN' i f �I F FS f C�' Fs c I' G G f , „ t i 22 J FS. $ I FS S� ; # F I { FS Z I o ....... --� p - l 1 lam' Fs - _ , ....._.. ... _..._._. .. ....... , ® oC ....................... Z ............. _.. Fs y G'' I i O • I f , : 18 i T � o 23 FS FS FS o, $" 1 Z l{ l G z `,, 9E• � O OLL Z :. - - G 'i � � Z _ FS r W O UE 0OD FS FS W 7 � ;ram G G O 00 Z z O � b G . N G W Q 4D J p # M-'-I I Q 19 E: r; G o C� NOTE: F. w © TREES AND SHRUBS WITHIN SCE EASEMENT U P AREAS HAVE BEEN DESIGNED AND SHALL P Q BE MAINTAINED SO PLANT MATERIAL SHALL W NOT EXCEED 15'-0" MAXIMUM HEIGHT. CL Q _ ._ • `' �� '� NOTE 24 F �' � Z �, y; W -2 / MASTER LEGEND Q REFER TO SHEET ML ALL PLANTING FOR LEGENDS AND NOTES CA J UJI UJI NOTE Fst _ ;Fs W NO TREES SHALL BE PLANTED WITHIN G.V.W.D. Cr Cl) U EASEMENT OR RIGHT-OF WAYS. V) Z cc , G ...... ..... .. - - - ,. S _ NO CONFLICTING UTILITIES WITHIN PROJECT AREA FSY P [� ... ..... .. ......... - --. _____................ ........ ,i� - G J Q .__. ....... ....... ....... ___. .,...._ 1 ' Y Q U. FS Q II I 0 = u� W V ,® o 31 :5 G Fs HEFT G: C* F DESUIMN 20' 401 80' NORTH SHRUB Fs. 20 F ® PLANTING Fs Fs z ;® DESIGN® J.L. 1 ` FS - _ G These plans have been rep iewed b�'the Coachella Vallee�i ater District in __ accordance with Water Code Title 7. Division 1_Chapter Ankle 10 8. Section DRAVIM J.L. 65597 et seq. requiring efficient landscape and irrigation design in cooperation v ith governingthe local agenc} ICm or Counts 1 "Appro)al of this drax\Ing b\ CVNN D P.M. BOO - _ _. FS .... - - staff does not contitute appro,.al to encroach into district and CSBR Rights-of-�N a% CHEUCED r __.__ .__ al...._ a — _.. ___ __ __ ` ® '® Q Trees,plants,walls,and permanent structure of an-, kind maN not be planted or �^� yJ. ; .... .. ....... — _.-_ . _ . .. _.._ -- -_ s T R c - 10/25/08 installed in CVWD and LSBR easements or n_ht of-x%a,, �rithout first obtamin_an �'aa■ �'� In1 rwr _...ter ___________ encroachment permit from CN��DJOB 430q !'� MATC,HLINE - WE SHEET 5P-3 .._.__.. _... aw S - ....... MATGHL - - LEFT INE SEE ABOVE CAD FU 1 FS... 'iE`t. _. . _-- _ DATE WATER NIANAGENiE\T SUPERVISOR — ..... .... ..._j j FS ,- r ER G/TY OF FAI-M DE5ER7- �r Nunes INSPEGT/ON 5GHEVULE NOTr CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'5 INSPECTION SCHEDULE. OF 38 SHEfI'S PLAN SET "E' 02-04-09 PICASSO DRIVE. c A IC 1#EjO A A A a t KANDINSKY AY a _ t s $ a a ( a W $ ° • ° ° - ° _ A PARTNERS.INC ° a LANDSCAPE ARCHr ECTS " A a : A a 34197 COAST M WAY,W TE 200 z DANA POINT,CAL*ORNA 92629 $ s a a x a a (949)443-1446 FAX(949)443.1631 s + A W 0 O • , - LU Y a - Ru E _ a ° a w= ! \ANDSCAp �ur 41'9 ,C Z FS o VERME R WAY • . _ - - - � a W Y Signature A a a s a a a a a sI a 4 7-31-10 GERALD FORD GERALD FORD uierai E G PROJECT F of ��Fosp G OJEG ® N.T S. KEY MAP LOCATION E r NAIL D � _ 66 RIVE � _ _ _ _ . , e h _ � �ccc .,..-r .. _ce_ ..ct - r f 0 e ex- _ -_. - - ... .. ....._. _.._. ---- - _ �: UT/L/TY SYMBOL L�G�N17 _ _ O � � 0 _ G �` , .. f ...._ Q , ..... .. _ _.., —�— 5GE POWER POLE �. se � wee .. Q Fs Q i f , , 1 , v rti ce:-. O : o , _ i O Q- � _F _ F _ S : O G / FS O♦ I � G i G i O G Z \ , 2 jE a .......... 12 fUj � _ ♦ FS ♦ -a r Fsco co GO Fs W a 1 FS ~J W F—� O V Z ® o � = oZ W o o _ - � o > Fs Fs \ _ O zo00 FSC' G �i d o 00 V O z z to : Fs o p..l NOTE: 3 0 _j C4 I N m a ...FS.. TREES AND SHRUBS WITH SGE EASEMENT o AREAS HAVE BEEN DESIGNED AND SHALL BE MAINTAINED SO PLANT MATERIAL SHALL Fs G NOT EXCEED 15-0" MAXIMUM HEIGHT. LLI I=s"i t NOTE: a Fs G REFER TO SHEET ML-2 / MASTER LEGEND Q G c FOR ALL PLANTING LEGENDS AND NOTES vJ w O NOTE: LV a NO TREES SHALL BE PLANTED WITHIN G.V.W.D. W _._ W _ EASEMENT OR RIGHT-OF AYS. VO V ° NOTE: Z . o NO CONFLICTING UTILITIES WITHIN PROJECT AREA Uj o G f�. W W (L MATGHLINE - SEE SHOH�L S U. _.._. ap ate.. a� a. a. a. I I SGAL I = 20 ' W z o ..... FS 0 01 20 40 60 NORTH 80 �'� °�'�' " SHRUB PLANTING DESIGN® J.L. These plans have been re'iex%ed by the Coachella Vallev V1 ater District In DRAWN A T E accordance with Water Code Title 7_Division I.Chapter 3. Article 10 8_Section J.L. R 65597 et seq. requiring efficient landscape and irrigation design in cooperation v.Ith the local governing agency(Croy or County) "Approval of this dray.Ing b\ C\AV D CHEQM P.M. staff does not constitute approval to encroach into district and L SBR Rights-of-\\a\ DATE O G Trees,plants,walls,and permanent structure of any kind mat not be planted or 10/25/08 S T R 1 installed in CVWD and CSBR easements or rizht-of-wa- v,Ithout first obtamin_. an encroachment permit from C\A\\'D )OB NO. 11430q GAD FILE DATE WATER\1.-1NAGE\IE\T SUPERVISOR ISOR G/T?' OF PALM DESERT SHEET NunSER INSPECTION 5GHEDULE NOTr CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR SPm5 REFER TO THE TITLE SHEET FOR THE CITY OF PALM DE5ERT'5 IN5PECTION 50HEDULE. LOF 38 SHEETS PLAN SET "E' 02-04-09 S�yORf PICASSO DRIVE - c _ w 0 a a t G R 8 S C w R x KANDINSKY AY a a g It 6 8 8 F 8 8 w It a _ SL*.VV _Vh6. JW A PARTNERS,NC a g w c a a w a � 34A7 COAST FK;IWAY,SUM 200 LANDSCAPE Alta-ffTECT5 a a R - a s w W RNI DANA POINT,CJWFOA 92629 X J s ° x ` (90)443-U* FAX(949)443-1631 3 c r � a ' a � = - G Tr o s a i< E : �Ru �,NDSCgp O = w a R R a x R 5 a a ' a : _ �k.� Murphy�q'P R GjLU /� c> W VEVMEEVWAY Sigflature - �� 7-31-10 enewal-Nie _ GERALD FORD GERALD FORD DOte Q ALIF _ O G PROJECT rF OF C ° KEY MAP - ' G LOCATION � N.T.S. OR C r z ® � y L'v^ C.: y :.ry r 2 i� t� ,......i .. y P,. .... r • T ^w � G ; _ # G e c s = _ - o G G UT/L/TY SYM�D m -w. - - L LEGEND _ . T _ _ - 5 cc:., c ^^-e 'es'_.ems t': - Ts 50E P004ER POLE ', ^r y *ere P ti = ' c LA � � ✓eIM. Px e a- r ; S S_Jrr AA "IP AM , : - O .i _ , - ��.��•°.Y.�`,�. ..., _ ' ail, aG`5�: _, �„ - - ® G I .. - IV. ...-_..... ,y - _..- �_Y. -S. - ter,.. W . x / z .�- G N \ j �c , G O LAJ Lh �r i I , , , r x , r - a , G a. : V, , CO } WO OD OD Q Fs [L � W � \ \\ FS O \ \ > FS , Z Q V FS o _ i= 03 � 20 Go W---t is 3 111 _ --- --- ---- - z Z � � m 3 m O a 1 ; ! m a. v ! i Y NOTE: TTTT: LOT Y - TREES AND SHRUBS WITHIN SGE EASEMENT AREAS HAVE BEEN DESIGNED AND SHALL G RETENTION BASIN \ ♦ _. c �s= ;Fs BE MAIN PLANT MATERIAL SHALL fS TAINED 50 PLA AL W T 15'—O" MAXIMUM H I G T CL- NO EXCEEDE H . NOTE: Z , j , � REFER TO SHEET ML-2 / MASTER LEGEND V� %" ♦ A ...'' FOR ALL PLANTING LECyENDS AND NOTES. U. ,. z ... Uj .. ; >>., i..,�.;_..�. .'c,'c�y� - •' .. ': .<,. :- :�.F�,-: .y � ,:m•,_.`�w:f� a�, i� .r ,o- •�yc. 5�" #--tip.' ........... :...r NOTE: , cr co ITHIN G V W D f ._.� x.. - �. • .��r��a . .'- :� :. , :w LL �` �. �`.�� •� NO TREES SHALL BE PLANTED W EASEMENT OR RIGHT—OF WAYS. cc ., ,�. -., : .w .. ., "t X.r. .. .-.v c -..-a,:.3-y :.:-tom .ao ,.,,`.:_..,tr .,..:a. r.;.: �...r 5 >,•� •�i.`. Y�. .a .� Fw 3..:'�..n;- '2.. ,,, ...�"r. :M � >�a�::L_ z LU -�. �.� . :��. :. ,.... �K-:.� .L.�-:. �: NOTE G:G _ _ P-I NO CONFLICTING UTILITIES WITHIN PROJECT AREA. a W FS a. - -FS W W ,,_ �, �.s�w. �.a . • �..,�• ,,. � .,w� _ ..�.- ,�,; ..ate :;'� vs�� Q V MA , ��: a.,:,.�`a`Y';'::.E.2 V: l:?5,. �.�$ �'�`:. v:,Y^y�.-�.� 1...:.,.., d�,x. ^''� .,� -V,,. L„V, •"I. '4 � U. 'I .�n.� .h V II 1 at— O ."_;''...�., ,. ,. .. _ ':�,a F'., _ 4, :' ,b ,. "i:. ,C-:..," c.S=:,Y`2''.3i� 3 i. _�. _ _ .. ;> �,-:'1 _ ..V•;'S^a ;. .- .>..*>`--..rH'.� r..�": _' � 'w •'�w-'t�";,-:..- ,.,..T-�„:�'.y'a'"" s�3:..i,- SCALE : 1 f2 0 "--, z:. :: '..:. „ � $.-: < _'�. ..:. ..:..,:� .:. -, .:.,.;: �, .. '�".� x��.,: a�_ :}? .'�;�:'z Y.y�� •r ry �._' '�.>: "s z F t. .. "s�--3'.3:x� .��y, .�:..__: � F, r v `�� p� mac,.#•c � f� �� G G G G z � DESCRI N , E , Ell 'l EET FS 20 40 a0 NORTH MICHELANGELO GATED FS SHRUB { G G V C G PLANTING ENTRY SEE OVERALL SITE _ DES® J.L. MAP FOR LOCATION I� F > � G FS y y '! These plans have been reviewed by the Coachella Vallee Water Darner i❑ DRANM W.' . ---- = ,.::.::. ....:: __ -- accordance with Water Code Title 7. Division L Chapter 3. Article I l!8. Section L. LOT49 P R 65597 et seq. requiring efficient landscape and irrigation design in cooperation with _ _- _. ..__ ..... __ __ _._, ..... h 1 C 1 h d J. CHECXED the local governing agenc} (City or County) "Approva of is rawin�b% C\-N\-D P.M. ----- ---- -- ---- -- ---- — — ---- --- -- - - ...... -110 staff does not constitute approval to encroach into district and L SBR Rights-of-kNa- ;- I I S T R 1 G Trees,plants,walls,and permanent structure of anv kind may not be planted or DAB 10�25�08 installed in CVWD and USBR easements or rieht-of-v.ay. without first obtaimnL,an encroachment permit from CVWD. NO. 11430q CAD RLE DATE WATER\L-\NAGE\(ENT SUPER\"ISOR G/T7' O� PALM 12E5ER7 SHEET NUMBER IN51'EG7'/0N 5CHEVULE NOTE CVWD PLAN 9 DEVELOP\PENT SERVICE SUPERVISOR SP= 6 MM REFER TO THE TITLE 5HEET FOR THE CITY OF PALM DE5ERT'S INSPECTION SCHEDULE. OF 38 � PLAN SET "E' 02-04-09 qo:�O� 2 PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. p� WIND � � � (blQ) 613-I'T60 WIDTH VARIES Stakes to be 2. LODGEPOLE PINE STAKE outside of rootball x 12' LONG FOR SEE CONSTRUCTION PLAN 5 ALL TREES. GUT OFF TOP OF EXCESS STAKE TO MINIMIZE u�ARCHRfEtC.'T5 RTC'INC DAMAGE TO TREE. 31rW COAST►KIaWAr,s1JM 200 DANA POINT,GWFO0.i4IA 926B 5. 2" COMPACTED LAYER (90)"3-U46 FAX(90 443-11 rt 2 q DECOMPOSED GRANITE. REFER TO TREE PLANTING ...- NDSCgp 5 I PLAN FOR SPECIFICATION. �a�A F TOP OF ROOT GROWN TO �Q c.`�' BE AT FINAL GRADE. _ = 2 IM KEEP D.G. AWAY FROM cr _ GROWN OF PLANT swo*_ Dde _ 7-3t-08 4. FINAL GRADE � -III 4 5. 100% SITE NATIVE BAGKFILL CALIF 2 X DIAMETER 6. PLANT PIT EXCAVATION OF _ OF ROOT BALL zj nese drawirgs c^cj --e 1. ROOTBALL c-e J^e ex ing nS ivev -o`^e y - I. SHRUB- REFER TO PLAN FOR TYPE 8 LOCATION cl 2. 2" LAYER DECOMPOSED GRANITE AFTER COMPACTION- 6 5. UNDISTURBED NATIVE =ors_-n/S,r-�-�ers & u--c^y, 4 SUBGRADE. c. c^d :^e- se c^c c. REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. cctle^ sho- be -es:�_:ec r :^e.. TOP OF ROOT GROWN TO BE AT FINAL GRADE. -I NOTE: o-giral si:e fo- .:^ c^ :^ey 5 3. FINAL GRADE =I MIN. TWO TIES (TOP 8 BOTTOM) we-e p-eocrec. Re-cse, -e:-o- S GTI ON KEEP D.G. AWAY FROM = _ or *-iol a:c� ✓Vy c�y 4. 100% SITE NATIVE BAGKFILL GROWN OF PLANT _ - REQUIiZED. NOT TO SCALE _ ^,e:hoc ^ w�ole c- �^ s 5. PLANT PIT EXCAVATION- 2 TIMES - - = II WRAP STAKE TO FORM iss_ except o-y w- e^ _ FIGURE EIGHT. NAIL W/ (1) �e- "` c� tr°r- "c-s- jjrn--ers & V-jro^y, ^c. THE SIZE OF THE ROOTBALL GALV. NAIL THROUGH EACH 1. LANDSCAPE BOULDER, TYP. (SEE 5. CIO% COMPACTED SUBGRADE 6. ROOTBALL -III-I- �" I - 8 TIE INTO POLE. FINISH SCHEDULE) -7. UNDISTURBED NATIVE SUBGRADE - REFER TO 2. 6 MIN. LAYER DECORATIVE ROCK 4 FOR DRAIN LROCATIONSAN ALL PLANT INSTALLATION SHALL MEET THE 2 X DIAMETER CITY OF PALM DESERT'S CURRENT INSTALLATION O ROOT B L (SEE FINISH SCHEDULE ON THE CONSTRUCTION LAYOUT PLANS) AND MAINTENANCE GUIDELINES. ALL PLANT INSTALLATION SHALL MEET THE Revised March I, 2001per Gity of Palm Desert's Comments CITY OF PALM DESERT'5 CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. Revised March I, 2001 per City of Palm Desert's Comments Z Revised March 1, 200-712er City of Palm Desert's Comments O O -71 57REAM5EI7 K TH 50ULI�F_R SHRUE PLANT I NO I 7REE STAK I NCB 3'-4' 10/ U NOTES: ALL PALM TREES ARE TO BE ROW 5 0 0 "BARE ROOT" AND MEET 2 THE MINIMUM BROWN TRUNK SPECIFICATION AS 2 ROW 2 O INDICATED ON PLAN. } u � m N v I. 2" LAYER OF COMPACTED Ct) O DECOMPOSED GRANITE- REFER ROW I 0 0 = w tV 1 N TO TREE PLAN FOR SPECIFICATION Go 00 `� z � KEEP D.G. AWAY FROM � z z GROWN OF PLANT a co -A �2.J 2. TOP OF ELEVATION ROOTBALL TO BE w 2 AT SAME ELEVATION AS 20 1/4 XI 1/2 STAINLESS STEEL EYE SCREW IN z DUG FROM FIELD. CC a MASONRY LEAD ANCHOR SHIELDS O O 3 O 0 Z 2. 12 GA. GALVANIZED WIRE. SECURE VINE 5. ROOT BALL = W - O TO WIRE WITH 1/2" GREEN NURSERY TAPE. Ca lu > J V S�GTION TAPE SHALL BE TIED IN A MANNER THAT 4 4. FINAL CyRADE Q V F 5 15 JUST TIGHT ENOUGH TO HOLD VINE AND (� G II 11_oiI ALL BOULDERS SHALL MEASURE THE DOES NOT CONSTRICT GROWTH. O a Z SIZE GALLED FOR ON THE PLAN AT ONE 5. AREA NATIVE SAND BAGKFILL O CO EXPOSED POINT MINIMUM. 3. FUTURE EYE SCREWS _ = W PIT TO BE 2 TIMES � F- 4. ANGLE BACK TRUNK OF VINE TO WALL - L III- 5 THE SIZE OF THE ROOT BALL W Z< AND REMOVE STAKE, SECURE TO WIRE co - - - = 6. UNDISTURBED NATIVE SUBGRADE Z Z 1. LANDSCAPE BOULDER - O 5. MASONRY WALL III= __ 5 W10 REFER TO FINISH SCHEDULE i III=�I 6 O CDv ON CONSTRUCTION LAYOUT PLANS NOTE: CL 2. FINAL GRADE FOR 5 GALLON VINE, INSTALL ROW5 I AND 2. I = 1= _ 3. 0109J; COMPACTED SUBGRADE FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 5. THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS. 2 X DIAMETER Revised August 6, 2001 per City of Palm Desert's Comments AT BUILDING WALLS; REFER TO SEPARATE OF ROOT BALL VINE TRELLIS DETAIL ON THIS SHEET. ALL PLANT INSTALLATION SHALL MEET THE W ***ALL VINES TO BE STAKED*** CITY OF PALM DE5ERT'5 CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. a City of Palm Desert Approved Detail February 200-1 Q Q Revised March I, 2007 per CItq of Palm Desert'* Comments � � 8 5OULDER N LANDSr AFE S VINE ATTAGHIMENT 2 FALl�i FLANT I NCB 0 w LL 8 W Cl) V I � Z 2 � � LU 3 � a W G 's LLJ W C IIIIIIII 4 Q � in U. O =1 I 111= Lu W Z =1 I I1 -III GIN OF PALM DESERT CL =1 1 I I III III I I I_ I I=1 11 6 INSPFC710N SCHEDULE NOTE III:III I I I I I I I 1 -� =1 , REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERTS INSPECTION 5CMEDULE. SHEET DESCRIPTI' N 2 X DIAMETER OF ROOT BALL I. TREE OR SHRUB - REFER TO PLAN FOR TYPE i LOCATION PLANTING 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- DETAILS REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT BALL TO BE AT FINAL GRADE. DESIGN® KEEP D.6. AWAY FROM These plans have been reviewed by the Coachella\'alley Water District in JL GROWN OF PLANT P T E accordance with Water Code Title 7,Division 1.Chapter 3.Article 10 8.Section DRAWN 5. FINAL GRADE R 65597 et seq. requiring efficient landscape and imgation design In cooperation a ith JL 4. 100% SITE NATIVE BAGKFILL the local governing agency(City or County) ".-Approval of this draxving b\ C\"\\D (--HEOM staff does not constitute approval to encroach into district and USBR Rights-of-AA a\ PM 5. PLANT PIT EXCAVATION O G Trees,plants,walls,and permanent structure of an} kind may not be planted or DA 2 TIMES THE SIZE OF THE ROOT BALL S T R 1 installed in CVWD and USBR easements or right-of-\%ay without first obtaining an Q/:2=j/QS 6. ROOTBALL encroachment permit from CVWD. )01 Na -I. UNDISTURBED NATIVE SUBGRADE tr etsca e 5. EXISTING SLOPE DATE 'W ATER MANAGEMENT SUPER\ISOR G�L�ERYPLADET ALL PLANT INSTALLATION SHALL MEET THE SHEET NUMBER CITY OF PALM DE5ERT'S CURRENT INSTALLATION CVWD PLAN# DE\'ELOPMENT SER\'iCE SUPER\'ISOR AND MAINTENANCE 6UIDELINE5. Revised March I, 2001 per City of Palm Desert's Comments P D 1 21 1--&][ i=LANTINC� ON SLOFE S OF 38 SFIEETS PLAN SET"E" 2-04-09 I. GENERAL / GRADING 4 DRAINAGE 4. Compaction - Compaction by tamping shall not be done in layers exceeding A. Contractual Relationship eight inches in loose depth with each layer thoroughly compacted between. 11. GENERAL NOTES In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing A. Glean-Up and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. The ow I. GENERAL SITE PLANNING owner's site Construction manager shall I After all installation operations have been Gom leted, remove all errors. verify installation and obtain Civil engineer certification. AT THE CONCLUSION OF ROUGH 6 .RADIN6,AN AGRONOMIC 5OIL5 ANALYSIS SHALL BE p p SLWMRS1MUtPW s PARTNERS,INC PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW rubbish, excess soil, empty plant containers and trash from the site daily. LANDSCAPE ARCHITECTS 2. The piping systems shall be flushed and cleaned prior to Connecting to AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL 34M COAST HIGHWAY,SUITE 200 B. Errors or Conflicts p p g y p g AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE All 5Gars, ruts Or other marks in the area caused by this work Shall be DANA ter,CAFORNIA 926B If any errors or conflicts are discovered in the plans or notes, they shall be g y SPECIALIST. repaired and the round left in a neat order) condition. Leave site in (949)443.1446 FAX(949)4a3-mot existing drain line, catch basin or storm drains stems. g y brought to the attention of the Landscape Architect to issue clarification. 3. Upon Completion of work, remove debris, tools and surplus material from site. broom-clean condition at the end of each working day. Hose down allpaved areas, including walks and patios, upon completion of all work G. Additions, Deviations and Alterations A. Weed Control for all planting Areas. and each working day. a�0NDSCAPe ,G�,. µ„rp,,y No deviations or alterations from the plans and specifications will be permitted B. Maintenance _C13 .� �' S% unless authorized by the Owner or the Landscape Architect. Should deviation I. Remove all existing weeds from site. W '� from plans and notes become necessary due to Conflicting site conditions, Owner, I. The Contractor shall maintain during installation a sufficient number of Landscape Architect and Gity of Palm Desert shall approve in advance any such workers and adequate equipment to perform the work herein specified. 7-31-M such deviation. No additional work will be authorized without the express written 2. Install irrigation. all maintenance work shall meet or exceed the the Gity of Palm Desert's Dde authorization from the Owner. "Low water ordinance"; and follow thet maintenance schedule 4 guidelines srq D �P established in the City of Palm Desert's "Desert Flora" TE OFCAL%f D. Interpretation 5. A State of California Licensed pest control applicator shall apply Maintenance Guide, Current edition. The Contractor shall comply with the obvious intent and meaning of these plans systemic weed killer to all planting areas. eve any^c cspec i c,_C-e and specifications which shall be construed to include all labor, material, tools c,e .^e exclis've �rc�e^y and equipment necessary to complete the works specified herein in a 2. After all work has been Completed, inspected and accepted, all areas -o s ^ /� m^ers v_.c^ ' y p p B. Soil Preparation 4 Finish Grading p p p c-c t-eir use c-c c - workmanlike manner in strict accordance with plans and notes. Should any will be maintained for a period of ninety (cl0) calendar days or as long as s-al be res -ted -o^--e questions arise as to the intent and Interpretation of these plans and notes, I. Rough grade: Site to be received by Landscape Contractor to within determined by the Landscape Architect to establish thriving trees, vines d shrubs. c-; c s'te fo{ whit- -^e *e_e c-eared. �e-use, re:-c-'Contractor shall refer to Owner and Landscape Architect whose decision 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. ^ :-_b ccfc- by c^y thereon shall be final. 5. Keep all areas weed-free, adequately watered, and neat ^et^cc, , w-iole c, :)cr-, 's 2. Finish grade: Finish grading to consist of grading, raking and hand work for the ninety MO) day period. Remove all debris from site and keep �,o� c.ec exceo- oy w,.t-e- E. Observation and Rejection of Materials and Workmanship necessary to achieve desired contour and flow the entire site broom-Glean. :e• s=_o- `-cr- =ors--/line patterns, based ��-^--�ers � �.�,.rc^y, ^�. All materials and workmonshi furnished or performed b Contractor shall be upon Civil Engineer's plans, resulting in evenly finished surfaces free of p p y debris and litter. 4. Damage to any planted area shall be repaired immediately. Depressions subject to final observation and acceptance by Owner and Landscape Architect caused by vehicles or foot traffic shall be filled with native soil, leveled upon completion of all Contract work whether previously paid for Or not. At any 5. Shape mounds as shown on the tree/ planting plans. and replanted. Exterminate gophers, moles and repair damage. and all times during the performance of this contract, Contractor shall make Contractor to import soil necessary to attain design grades and berms. Decomposed granite shall be replaced as needed. available for observation, test and approval, materials and workmanship. Failure All import soil shall be free of weeds, debris, and shall be of such observers to make observation, tests or approvals shall not prejudice similar to existing site soils in texture, type and Chemical analysis. 5. The project shall be so cared for that a neat, clean Condition will be the right of Landscape Architect or Owner on final observation. Contractor presented at all times to the satisfaction of the Owner and Landscape shall promptly replace an and all material, workmanshl and equipment which Finish grading shall be free of depressions or high spots, to provide p p y p y p smooth and even surfaces for proper drainage. Final grade shall be Architect. The Landscape Contractor shall be expected to make a Z does not Conform to the plans and notes. All materials used on this contract I" below walk/top of curb. Remove from the site all stones over 2" in minimum of one weekly visit for maintenance purposes. O Shall be new and the best marked quality unless specified otherwise, N size. 6. The Contractor shall request a final site visit seven (7) days prior to the F. Samples 4. Top dress all shrub areas with a 2" layer of decomposed granite after compaction end of the maintenance period. This request shall be written and 09 When so required by the Owner or Landscape Architect, Contractor shall submit Refer to the "Tree Planting Plans" for material specification. directed to the Owner and the Landscape Architect. Upon written H for approval samples of the various materials, and specify finish thereon. acceptance of the project, the Contractor shall be relieved of any 0 further maintenance. 6. Local Codes All construction shall conform to all local building codes and ordinances. It is C. Planting Contractor's responsibility to verify all codes prior to Commencing work. Plant trees, vines and shrubs as called for where indicated on C. Guarantee H. Utilities Contractor shall be responsible for verifying the location of all underground Planting Plans and as detailed on Planting Detail sheet. All plant installations shall be guaranteed to live and grow to a period of utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any Plant substitutions are not permitted. Any modification or substitution ninety (010) days after Installation and acceptance by the Owner. O } construction. to these plans shall be approved by the Gity of Palm Desert prior to execution. Trees shall be guaranteed for one year. Any material that fails to grow in through the specified maintenance and guarantee period shall be replaced th by the Contractor at no Cost to the Owner. I. Removal of Debris and Glean-Up Stake only those trees needed as detailed on Planting Detail Sheet. CID _ Contractor shall thoroughly Glean and keep free of debris and waste material D. Observation entire construction area to the satisfaction of the Owner and City of Palm Desert. Q I. Observation visits specified herein shall be made by the Landscape co CL J. General Architect or his representative. The Contractor shall request W -< II.— The general conditions and any special conditions that Owner may require shall observation at least two (2) working days in advance of the time that the Z U apply with the some force and effect as though written in full herein for all observation is requested. 2 ac Q construction sections. 0 0 H 2. Observation visits are suggested for the following parts of the work: = W - O 11. SITE EXCAVATION AND ROUGH GRADING > J Scope of Work - Provide all labor, materials, tools, equipment, transportation and D. Plant Purchases a. Upon Completion of grading and soil conditioning prior to planting. Q V V necessary Incidentals for the completion of all blearing, stripping, excavating, G backfllling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE b. When trees are spotted for planting, but before planting holes are O y Z limited to the followin excavated. Z Q CD g� ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS G. Written acceptance of the project to release the Contractor from � CDA. Protection of all curbs, walks, walls, structures and other existing work which is OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE Q Q further maintenance shall occur after Final Observation with the Owner v to remain. CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR d 0 � SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / or his representative at the end of the maintenance period. Z Z W B. Clearing and stripping site of brush, debris and other foreign materials as SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A 0 CD —JJ 04 "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT CL CD a v outlined in the drawings. RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE C. Excavation for all foundations and footings to the dimension and depth shown on NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE NOTE: the drawings. Bottoms of excavations shall be smooth and level. All loose APPROVED PHOTOGRAPHS. material shall be removed therefrom. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER REFER TO THE TITLE SHEET OF THIS PACKAGE FOR THE CITY OF PALM APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR DESERTS LANDSCAPE INSPECTION SCHEDULE. D. Subgrades shall be watered and compacted to a relative compaction of C15%. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. W a E. Subgrad E. Verification of Dimensions es under all paving shall be true to grade and cross section, hard, Q Q uniform and smooth prior to placement of base material. 1. All scaled dimensions are approximate. Before proceeding with any work, (� the Contractor shall carefully check and verify all dimensions and C F. Backfilling of all excavations and trenches after placement of foundations, walls, quantities, and shall immediately notify the Landscape Architect of any O0 walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be discrepancy between the drawings and/or specifications and actual W J in acceptance with Engineer's specifications. E. Plant Deliveries conditions. No work shall be done in any area where there is such a W Q I. The contractor shall coordinate plant deliveries with the Landscape discrepancy. All discrepancies shall be brought to the City' of Palm Desert's co (� G. Grading of areas indicated in the drawings including bringing existing grades to p p attention prior to continuation of work. within 1/10 foot plus or minus. Final design grades as indicated on the drawings. Architect. The Contractor shall provide minimum "12 hour advance notice of Z plant deliveries permitting Landscape Architect ample time to also notify F. Utilities W H. Stockpiling of excavation material or import top soil fill and sand shall be as the City of Palm Desert landscape inspector of plant delivery dates and I imes. I. The Contractor shall be responsible for verifying the location of all CL Co L outlined on the drawings or as approved by Landscape Architect. underground utility lines and boxes (as shown on plans) prior to any p 2. The landscape contractor is obligated to insure plants loaded on delivery construction so that proper precautions may be taken not to damage W W I. Glean up and remove all debris and surplus material and remove from site. trucks prior to site delivery are those plants previously approved by the such lines and utilities. the Landscape Architect has taken additional J Q _J Landscape Architect and the City of Palm Desert Landscape Inspector. efforts as part of the plan preparation process to identify the J 8 Q III. DRAINAGE proposed location these utilities and Coordinate tree and plant Q (,� r IL Scope of Work - Provide all labor, materials, tools, equipment, transportation and 5. Any plants that are not those previously approved, or those that do not placements to Coincide with their locations. The Contractor shall bring �i co CO LL necessary incidentals for the completion of all drainage systems as shown on the meet the minimum specifications established through the photograph and any discrepancies to the Landscape Architect. All discrepancies shall 0 drawings, including but not limited to the following: specification submittal process shall not be loaded and delivered to the be brought to the Gity of Palm Desert's attention prior to continuation job site. of work. A. Materials a 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR G2UALIFICATION NOTE: I. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-8 SHEET DESCRIPTION 2. Basins and Drains - High Impact plastic Styrene drain basins, catch basins and the City of Palm Desert Landscape inspector reserve the right to ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2Q with rates, high impact plastic Styrene deck drains, and/or recast concrete reject any 4 all plant material. g g p p y p PLANTING drain box and catch basins and cast iron grate in diameters and sizes as SPECIFICATIONS shown on the drawings. Stainless steel or brass deck drains in hardscope as shown on the drawings. B. Trenching and Laying Pipe F. Plant Storage These plans have been reviewed by the Coachella Walley Water District inDBKNMSMP 1. Trenches to itch a minimum of 1/8" per foot unless otherwise indicated on the p, T E accordance with Water Code Title 7,Division 1_Chapter Article 10 3.Section p p I. Prior to plant deliveries, the contractor shall establish a staging area � R DR op 65597 et seq.requiring efficient landscape and irrigation design in cooperation��ith MP AMIN drawings. Contractor to verify all Invert elevations and trench depth prior to where deliveries are to be received. This staging area shall be adjacent the local governing agency{City a Counn) ":approval of this in co i! CVWD excavation. to the installation area however away from heavy construction and staff does not constitute approval to encroach into district and t SBR Rights-of= a,, � � SMP y damage. equipment that may cause dams O Trees,plants,walls,and permanent structure of anv kind may not be planted or TE 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow s T R 1 installed in CVWD and USBR easements or right-of-wav without first obtaining an DA10/25/08 2. The contractor shall provide man ower as needed to adequately maintain encroachment permit from CVWD.shall be made to receive bell of pipe so the joint will not bear upon the p p q, y Np, )ants located in the staging area. This includes but is not limited to hand treetsco e subgrade. Adjustments to line and grade shall be made by scraping away or p g g filling In with backfill under the base of the pipe and not by wedging or watering, protection from wind or other damage and theft. DATE WATER NIANAGE\iENT SUPERVISOR CAD RLE blocking. Ga/le - lantin S ec SHEET NUMBER # - 3. Trench material shall be used for backfill. However, no rocks or lumps CVWD PLAN DEVELOPMENT SERVICE SUPERVISOR shall be used. Welded joints shall be given at least 15 minutes setup before handling. Above the level of initial backfill, the trench may be Ps�i backfllled with trench material. 6- ENERAL. SITE / 6RAD I N& 4 DRA I NA&E SPEC I F I GAT I OILS FL ANT I N6 5FEC I F ( GAT I OILS Revised; March I, 200-1 Per City of Palm Desert's comments. of 38 SI*M PLAN SET"E" 2-04-09