The URL can be used to link to this page

964d_ls 1 IWO Wil %, Y � .. a M.S. 4161 Nu. " REN BOULEVARD PHASE 11 ............... i....... .. X" . ...... "AN Bu } (� j 1 ..j(�� k .dt 'k � 5 "m'a� AYE ',ate A`.tfEi�' wa> 3 .4 LANDSCAPE PLANS f./, � ,� III (;f� •� $Fr '¢,'� r� � 5 m; :k; : >- : t ! p � i f _ F•✓5.-t'%uq j E �E, ext 3 -4 �< �: ,.� -.x... '::y as:�:. ^ ... �:n,: �, � f ' + •G,.t si 'Y tt,i-., E$�at ................. .... ... .. ...... ...... ...... . .... : pp t ._:.. .... , � r .. ....... ......... :: 'fii >, .., x E A Mum: ra :'SHEETS 1 . L4.6i; :. I L !fir'%.. .; y� +; • : : L I S f r � i r 3 / r 3}}€ t i ....SH -m�Yayr _ ..... .........__. .:��nPR..- Yue .._....,.�� ( .. ,,...,._,- e. ....:......... ......_. ... ... f3]{€ .............. _. ._..._. ......... . _./# ...__. ._maw...,......,_.. .__..... .. ,_ ... . � it E f .. ... r... - + j :: E I �, _ L , , . !, ,: _, _ ,,- >,:Y � ,- r , , . _ ease® rasa:® r®: myyaa�ay ® m®�:: ....? y :::.. .:�.:. :..':.,. ,,,: -. ,,.. r@�... ._. ,:^ :.,,..,.ey.,.,x'� ,:.,.,., am Ya.YYyn Yy a.raa+4�R i a�®am�aaa as °� ,lt „' .;._,:, .. ...:... :.;.,..----. �.:. '<: „�-. ��. ..,. ... ...p�.:-. .. :_ .;.; .•-J'.- �'...,..._...,. -: ®armaar�4Raaa ....,.,.. ..... ..... ....i/.. .. ... .. .- .. .. „ ., ...'..._. .A._; '®parr. ,..:...:_:. ..:,: •,,, .. pP.. .. yaaaraa:®.Yayx v �.i ....... . ._...__'----- x _- VICINITY MA .._...._. _.__`______, ,: .................. ................. r t .. I .____ _.....__�._____"" t ..... ... .....__ ___ __ _____ . . :. y ri __ ....... ......... . ....... , s Oft, .. } F SHEETS COUNTY OF RIVERSIDE N L1 .2) UTES L4.2 SHEETS j -ie w Lu TH TACT HALLRESPONSIBLE F THE CLEARING F THE POPOSED °®® TEE INFORM I - K E AN RELOCATION T FALL UTILITIES. PE _,.j ;:. ..E COUNTY OF CONSTRUCTION SCHEDULE AT LEAN 48 HOURS TO BEGINNING E f CONSTRUCTION. 1? .-} - t / - r PFI Eo (951) 955-6790 F PERMIT CAE (C•Uq P.U� OR WVOLUNTARY), CA AON AND AREA WEST � I (I AN TRACT v ( 1) F PARMEL m ® ate PHONE: (7 60) 342-8267 FOR PERMIT CASES EAST OF CABAZON ~ 2.51 ORD. 499 ® AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY IMPROVEMENTS, INCLUDING CAPING WITHIN THE PUBLIC RIGHT OF WAY. H:EET INDEX MAI �a ..... ...... - - ------------------------ _. -... ..... ..... . _. _. _.. i _ -_- T TO SCALE . .2 . 4 ® THE ORDINANCE ALSOREGULATESTH V L EV TRIMMING j ... ,pt OF TREES WITHIN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A PERMIT. THE CONTRACTOR AND/OR N IS RESPONSIBLEU I IN A SOIL ANALYSIS PROJECT DIRECTORY REPORT ADOCUMENTATIONVERIFYING IMPLEMENTATION OF ITSRECOMMENDATIONS (ONSITE/OFFSITE) PROPERTY IS TO BE IRRIGATED BY FUTURE RECYCLED WATER1 . GROSS ACREAGE: 14.4 ACRE (AREA WITHIN LIMIT OF WORK) OWNER: IRRIGATION SY T . 2. NET ACREAGE: 2.7 ACRE (SOFTSCAPE AREA, INCLUDES CODDLE) MARCH JOINT POWERS AUTHORITY 3. TOTAL LANDSCAPE AREA: 2.1 ACRE P.O. BOX 7480 MORENO VALLEY, CA, 92552 WATER "U""' ISTRIC'* T NOTES 909.656.7000 MAINTENANCE PROVIDERS DAN FAIRBANKS REFER TO WESTERN MUNICIPAL WATER DISTRICT COMMERCIAL CHECK ACA TI .05.0205.06.02. CONTINUED OFF-SITE LANDSCAPE MAINTENANCE PROVIDED BY: LANDSCAPE ARCHITECT: STATEMENT F COMPLIANCE RIDGE LANDSCAPE ARCHITECTS MAINTENANCE DISTRICT NOTES ON SITE: MARCH JOINT POWERS AUTHORITY 884.1 RESEARCH DRIVE, SUITE 200 I E TO COMPLY IT THEREQUIREMENTSF ORDINANCE . A ITA IRVINE, CA 92618 COMPLTLANDSCAPEDOCUMENTATIONA GE, SHOULD THE ORDINANCE OFF SITE: MARCH JOINT POWERS AUTHORITY 949.387.1303 (X31 ) REVISED, TFI S P, , N ,A E U J T T CHAN E E N Tib UPDATED T SEPROVIDEDY A JOINT P AUTHORITY. JARED BOHONUS I ANC Vin$ ;lr��! _ PER AGREEMENT DATED --------------------- - ORD Np 03-15-2016 CIVIL ENGINEER: KIMLEY HORN & ASSOCIATES RIDGE,JAMES J. ' ARCHITECT D 765 THE CITY DRIVE SOUTH, ORANGE, CA 928.68 (714) 939-1030 RIVERSIDE COUNTY INSP""ECTION AND INDEX OF SHEETS C%ERTIFICATION NOTES SHEET NO, DESCRIPTION SCALE NO. REFERTO RIVERSIDECOUNTY TRANSPORTATION AND LAND Lo.o COVER SHEET 1-- MANAGEMENT AGENCY'S COMPREHENSIVE N CAPE GUIDELINES AND STANDARDS E TI N 11 FOR NOTES REGARDINGSITE L1.1 -L1.7 IRRIGATION PLAN 1:20 2 -8 INSPECTIONS. L2.1 - L2.3 IRRIGATION LEGEND, NOTES & CALCS -- 9 - 11 L3.1 - L3.4 IRRIGATION DETAILS -- 12-15 INSP"hECTION SCHEDULE L4.1 - L4.7 "' PLANTING PLAN 1:20 16-22 L5.1 - L5.2 PLANTING DETAILS & NOTES -- 23 REFER TO RIVERSIDE COUNTY TRANSPORTATION AND LANDL6.1 L6.4 SPECIFICATIONS -- MANAGEMENT AGENC`/' COMPREHENSIVE LANDSCAPEGUIDELINES AND - 24-27 STANDARDSSECTION11.2 F SCHEDULES F N CAPE IT INSPECTIONS. PROJECT TYPE & ZONING CONTACT MARCH JOINT PO E AUTHORITY NOTE: ,�✓"rP - THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ✓ ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN j ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. ' E TEMUNICIPAL TE DISTRICT MERIDIAN SHEET N0. Don't Dig...Until You Call U.S.A. Toll FreeMarch Joint Powers AU city VAN BUREN BOULEVARD PHASE ii 811 � J . OV L �� ..a ' Planning D � nt. 0 . 0 the i int ftwUC. 2809 buried COVER SHEE T of linm 8841 RESEARCH:DRSin�t►>1 � '' Don't io�zlii6 SUITE 20r7 14205 MERIDIAN PARKWAY UNICI� L OF XX SHTS vltd • Dat®- IRVINE•�A'} 613 MNWD SUBMISSION 10.21.16 RI RSII� , CA• 92518 AR 05/31117 �� DIS ICT STA. 649+50.80 t0 704 .53.7 949,387132.3 MJPA REVIEW 09.09.16MOD 7m G DAA �' CA�-�F RIDGELr�.CM MARK DATE (951)571-7100 (BUS) ( � �7®O�Ii) (�� ) Rte; / s s r I ._ .=_ 00- :,.. : :. 1. 1x > ® `j _- ,- _ �� l1/4" - _ r Q _ ° -'11/4 _ - 11/2" I- /;, I Z_.1 i - _ - .� 11/" - _ W - _ _ F _ - ~' _ ~ - _ `1 ~_._.~. 1J4" T _ - .-._. -_ - - _ ___. �+ �y �+ w s100,W_.~1��'\ 1}3' PIPE SLEEVE s - ®.® ;.;.p °�' 1' "� IRRIGATION CONSTRUCTION ®TES ® r', -"Mon _ _ _ _ _ 11/4" ( e .� = _ - W ; „_ � _ . _ -11/4' r_._ 11/4" �' ~ Z r - _ - , Z ! r r '_- 1 WIRESIEEV STUB-OUT NOTE: 1' -• __ _ - - - O _ " _ . - _ - _ E( •� - 11/4 -. . . - _.,11/4 _ . . - -. . . - _ .. - _ A45`A 1,5" !",_ CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES 12� r .. _- -..:�:. - _ _ - - . r - _ . � - U� (n -- - _ - NTS _ . . - I 11 _ } . . _ . ... . _ -1 _ 11 I „pIPE SLEEVE t «. .. _-_., - _.._.;.._: :_ - . _ 11/4 W _ ......_ _ .. _. _ . .«.._ _ - _ _.. _ _.. _ . :_ • - .1 _ .. _ • _ -- - . .--- f .._ I-- _ _ - _ • • 1 _-.... 111� LOCATION �C _. _,.._ _. ..__ _ ".. C „ 114"._- .` LW DR CONNECTION CONTRACTOR I .. � .__..... : _ . �...:_�.«. _ _ 11 4 _ ~. - t ® -. - _ . . - _ . •w-. . �, ,... . _ _ • - " ..� _..... IN FIELD WITH MJPAS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING _ ......W _..._..... ._..._.._ _ WORK. 1. ___. _ 3 _ _ _ _ -.._ _ _.... _ _ «w. _ . _ _ _ _. - - W - .._ .. _1- _ . „ _ _ _ - _ _ _ . _ . . _ - •� - P.IP.E PR . _f _ . _._ _ _ _ - T 1" EEV.E., _ ,-...._.'-.�-) ' � PAVING OFFSET NOTE: s�; ' - � A47 A 13 GPM 30 PSI 11 " (17 _.-. 17� V% Q - - _ - - - FROM ANY 0% _ _ .._ -_.. _.._ .. _ . . - .r.-r._ ..;._ . . - _ � ® 11/4 _ - 21 GPM 30 PSI .~ _ . • - _ N --`'�� r, INCHES FR W : . - - _ -- . � . - - �• -_._ -. - _ . _ •_ _ . . _ -r 1 _. ;- ~,,:'• ri ACE TO AVOVER-SPRAY, BE INSTALLED _---... AVOID ANY OVER- >PRA PER STATE AB1881. _..- - _ _ __ NON PERMEABLE SURF - _ __ _ . . _ - r, ~._ _.. ._..:. _.._ . . . M _._. - ® �'� ® � �. MEN OE 26 E.A. 2.1 A.R. "�~�- �..�y.. , - =- _._ _ _ . . _ .` , _ . -. _ .. • _ . _ _ i - -^., , _ _ O - . _. - _ . . awl _ ~. .. ( � - A4� A 1" _r. _ _ - _ 3 4 �._._._ :: " ~ A190 , ~ ~ _ ~ - z J.._.- ;. A49 A ~._._ 1.5 „ , .� f .f: - 12 GPM 30 PSI ~~ ; 3/4..._ _ -.-_.._.. _. ..._._._ O W 26 GPM 30 PSI LSV DR .� I'll _..._.. IRRIGATION _ F__ . _.. . ,,t_ _11 Q _ ..-.-_, _ _ _._.:-_ ,<C W -.. "' _ 11 LW DR 1200 .73 A.R. i ~` 000 ~^~__~ '111- A4 : Q r' 2600 .73 A R. __......_..... ,:~. _ -.~:: 1. r, 'so ..._.._.. €-- U "..-,_ . ~- ED WITHIN LANDSCAPED AREA. NO ALL IRRIGATION EQUIPMENT, (n _ ", ,' _ .-. ~.. IRRIGATION EQUIPMENT S HALL BE LOCATED IN HARDSCAPE SHALL BE INSTALL U - W ~ ~" ~. 2 1. :,.. D AS _,_ ~ --... « ON_- % _ TREE BUBBLERS AND LATERAL LINES ARE ~ " 'ry ~ ~` TIONS SHOWN ON THIS DRAWING ARE DESIGNED DIAGRAMMATIC L STAKE ALL ~ _« :=ogo APPURTENANCE LOCATION FOR REVIEW AND APPROVAL.LFINAL LOCATION IANDIEEXACT «- .,�' iii . SHOWN WITHIN PAVING FOR DRAWING ~ ~ : } PA'S CLARITY ONLY, ACTUAL LOCATION TO BE - - _....__. : -:~ ._:.' ~ _ _ I 0000 AUTHORIZED REPRESENTATIVE.N MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE �. "` WITHIN PLANTER ALIGNED WITH TREES. <..,., W _.~. _....__. _... U �_.._.. AS REQUESTEDB J ~ 1. ION SHALL CAUSE 6 � . ~.- -- � THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION 4. _..._-...�..^--..--_-. -.- ,�•-,., . . - SIO AT NO CHARGE COST FAILURE TO OBTAIN M J P A'S APPROVAL PRIOR TO THE INSTALLATION : ._. i Q!f . �._ , _.. y ' ___ _... _ w C 0 I I __._ _..._ _. ._.._. -_.-f « �_. - .� I ' " _ F _:._.0_ IRRIGATION VALVE CALLOUT L U CONTROLLER P _...~ .� PROGRAM ------; y - �: _._._. ,. / CONTROL -w - 111- LER LETTER/VALVE NUMBER Al D 1.5" ~-VALVE SIZE (!7 _ = I'll /4 U _.._._. _. - 11 MINUTE G.P.M. 0 P OPERATING PRESSURE P S I W °--� 11.% HYDROZONE PLANT FACTOR TYPE ( ) EFFICIENCY - �° GALLONS PER24 GPM 3 SI - ( ) 11 . ,%;, 11/4 > �,� LW DR IRRIGATION & IE ni w:._. .. = �' ® L J� 11/4 r % ;: , .^ APPROXIMATE LINEAR FOOTAGE OF DRIP -- 1000' .73 A.R. SEE HYDROZONE TABLE - ' y - 11/2 , ® TUBING OR QUANTITY OF SPRAY HEADS. �- APPLICATION RATE IN INCHES PER HOUR Z O I-U- ',I�4 / ..A 00 J U 11/4" HY[�ROZONE TALE _^` ;I:rl . \ X1/4 , r r ® / �° Plant Factor(Water Use) from WUCOLS IE Irrigation Efficiency ,� is A4® A 1 5" Selected based on type of plants in hydrozones: ;' / 1 _, , > SP = Spray .71 = � / u / :_,- .-- 21 GPM 30 PSI VLW = 0.1 -Very Low Water Use Plants MS = Micro Spray .75 _ -- s � 1 .' : . 'r A41 A 1 LW DR LW = 0.1 -0.3- Low Water Use Plants / / � � 22 GPM 30 PSI 2100' .73 A.R. RT = Rotor .75 ` - ®'^� / , \ 000 �- _ - ants = 85 " ~^ ' / HW 0 7 0 9 g Water U Plants / 1" - _ Moderate ate Wate s BB Bu er O.. o er r Use PI ,,, : D ,= . P MdY 0 1 �... :' i� r -, 1 . _ p..tW y /:J {� "CST I , , - .�gf,,f•t - 1N:?•�:• •ter+a- ® ,.^i/'/-'fie �'r,,,,.:. -� ^•'_•,M' ,. - „/ IRRIGATION NOTE CALLOUT v ,�, - I. r 3" A42 A 5" IRRIGATION CONSTRUCTION , - :'^ -, __.~ " ,_ 0 PS CALLOUT NUMBER. 1. I", rl' 11/2. .�� r �^ r~, ~ 14 GPM 3 _ - _ _ r..,. / .-.._,- .r -.r. r _ " ., .r - i L�! DR ~ P.O.C. AND CONTROLLER Y. 1400 .73 A.R ,. - ,_ -- C r11 -.. - ,,:.;, .-• CALLOUT NUMBER. r .,, . -„'. , -. .. , , �E -.-• M _ ,,,- .. \._ ., - 1 3 4 :- f:_: ,' -- . _~- - , .. ~ - �. C - - r I.i 000 " , „ " f;r.. .. \ / �W r._ .. 1;, \ li� ^ . w ~ ..� M31 A 1.5 �. _ ~ . , :_ , ~ _ - I ' . 7 -- - �.. - - .�--`.. ID ", ..........I—- .,� \,, �, -..~ -1 _ - ' - y- 21 GPM 30 PSI ~Y. :_ _ . _ . , � r;, �. - :. ., :_5 . ,� , .>;.; ,.- ..:- . ;.;:. n y. .�-. r WATER PURVEYOR _ , «-.. 00 _. .� w DISTRICT ~-- - _, „� _�- �. . . _ � ' . .,�. ....:.. .. .� .,_ �; _ ,1,;�; WMWD r _ - 0 -- { ) _ : , _ / .-^-. 2100 .73 A.R. _ --^`^�:% .-. WESTERN MUNICIPAL WATER �':". _ �- _ PARKWAY _ �,:., _ , ,^' 1 _- - _- ` ��: �..,_ ;. w >. - 3 4' :-""�` �_,,. _. ~ RIVERSIDE, A 3 0-1 - ., _ ., _ - 571-7100 .c..., .-.�"` . .... .-' . 11/4" , .-: . . �/. 1� ____ -- ,�A V.- -1 -1- - I.- 1� �_.- - - -------------,,,,--, : r _.. • _ ._ .. I ^ , ^ ~_~'. ._.. W _ ,- s ,-'.- fir, -^. - ._ y ~ _ �� _- ' _ ~ �._ It- .. .... .._-......_. • - .: - �. 1° _ .. �_.._.._....- -.._.. ......-.. ___...-._ .....---...___,...._ _.... _ -�". .. , '" r TREE BUBBLERS AND LATERAL LINES ARE STATEMENT OF COMPLIANCE STATEMENT 1" «-��. SHOWN WITHIN PAVING FOR DRAWING ~ _ _. _......- -<,. _ ~,� .,.-,r.,..~ �..- ~, ;. 000 I ,,,,, .1--,"", --,"",, ' " �': - CLARITY ONLY, ACTUAL LOCATION TO BE "='"� " , _ I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ®' A44 A 1.5 ~...- ~ ~~- WITHIN PLANTER ALIGNED WITH TREES. r ~ ._ _ ... _ .. ... `04 Ziiiill ........._. :. ACCORDINGLY FOR THE EFFICIENT USE OF 14 GPM 30 PSI ,. _.. _._ 1 «. �` - [� .' LW DR _~ WATER IN ESIGN PLAN. ORDINANCE AND APPLIED - - ._ _.:::._-._.. _. 0000 THE IRRIG T ONTHE -�*� 1400' .73 A.R. � � __............ . ___ w ...._ 02-01-2016 -~- _.._.«.-_ w.-_._.w._-. "' JAMES J. RI G AN APE AR ITECT RLA#2809 DATE TE _.__-._ «.._ „_~ ^` E L D CH , Z�. _. 11 C3� .._, = ~ ` _, _ .: T.11 . . ~:.. -_~ :� 1620 _._.�.-_._:« c� . _. _ «.....: ~ Y - .. xl� � 0000 q 00010 - k . _-_ - -- FOR IRRIGATION LEGEND - SEE SHEET L2.1 F IRRIGATION NOTES - SEE SKEET L2.2 FOR IRRIGATION CALCULATIONS - SEE SHEET L2.3 NOTE: FOR IRRIGATION TAIL ® SHEETS L3. 1 - L3.5 THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEFOR LANDSCAPE SPECIFICATIONS - SEE SHEETS L6. 1 - L6.4 0 10 20 4-0 60 LIMITED ERTOLCOMPLIANCE WITANDSCAPE H RECYCLED WATER REGUCT. PLAN CHECK LATORY ORY REQCES BY U REMEN WILL ®S. STN MUNICIPAL ATE DISTRICT MERIDIAN �� SHEET N0. Don't Dig...Until You Call U.S.A. Toll Free 811 .j!® 5 J. �/ VAN BUREN BOULEVARD PHASE II for the location UG. f2a � � ®f buried11 111. a$i€#y Int1.11 I 8841 RESEARCH DR Q�t�t disrupt 10/21/1x6 S€JITE 2{lq earvilcoa I". L (Dago) ��, 05131/17 IItV[PII .ca X32618 14205 MERIDIAN PARKWAY STN MNWD SUBMISSION 10.21.16 I IPAL TWO WORKNO DAA DO 9,� Exp. Dnte � 949.387.1323 MJPA REVIEW 09.09.16 RIVERSIDE, CA. 9251 DISTRICT OF XX SHTS �� CA�� RIDGEtrA.Cor� I T e � ao�c. Ivo.: rM ARK DATE �s�1)�71�7100 (BUS) (��1�7�®0��0 (FAX) . !I� A.- - _7 - - I I ::., , < n .i .... 'ate .. ,< .. :i 1 C1_ / / /'yJ W �. � i ✓�I �, s,�. .` ;� ' / / ' �l4 �r IRRIGATION CONSTRUCTION NOTES F �'t -- 7 ( 1 ) STUB-OUT NOTE: CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES ,r - �, r ?l¢"X\' ' AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS ,z."fie � - `" ✓ `';,00 �-. .- / ;� � 1�" � .� � ��€� --�" ��.�--. „ ,� � -`; � >;- ��% �' � �� CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB OUT AND WIRES WITHIN A OQ ........ .._.. . . ,:• � ' RECTANGULAR PLASTIC VALVE BOX CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION IN FIELD WITH MJPA'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. S n , r LLJPAVING OFFSET NOTE: `� ,�„ ' :.�• d `.r �, ,, �, ,: < ��.- ,. -- .•-' ' .- .- .,�1 • �' , POP-UP HEADS ADJACENT TO PAVING SHALL 8E INSTALLED 24 INCHES FROM ANY � f f � :\. :. �: ,,„..^,..;_; .-_..,3 4 ,� -- � :r<-,;,.::�- 1 � _.� ,< • ,-.,, .--''` NON-PERMEABLE SURFACE TO AVOID ANY OVER-SPRAY PER STATE AB1881. �. � r�i� �� '`r , rt / ./ ! !/. .v i,:Y j` ',r\� •r:.. .. ..,,, ,,...,H'"`�'�` -' /'.�� f!, !''„ '3 f_ +1�.y TREE BUBBLERS ly � : ,- f , � +,y �',�'� ' ; � ��=^ _,® � � .if SHOWN WITHIN PAVIDNG OR DRAWING LATERAL LINES R •rim,-;,_� ✓ /.:.. day-, 3 CLARITY ONLY, ACTUAL LOCATION TO BE ' ' ” WITHIN PLANTER ALIGNED F WITH TREES ::f ,xw ` "'�...... .^'.` '� ..."� .�, " i.'/ � ✓ �,�>,�>�,,,^ -� /,'' / ', /r IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES ib ,;,P--�., ;� ?�;9 of £ :..�� r ,,.�;•'';$ 3 ?r"\' O f>,r ,i - rj _ mom'. ~` ;: YN- ,,,.. �.;,r,^. - � �,,�;1^�.�:: ,.;,. `,� �,. - i`�;�, ,� � �°' 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR r . j�� 23 GPM 3 �`;' r , � WITHIN LANDSCAPED�.- t, µr�' DRAWING CLARITY ONLY ALL EQUIPMENT SHALL BE INSTALLED APED AREA. NO 0 PSI or�.: — " � �' •-�'• '"".�-'' IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE f 1 \ „ i' K LW ... .�... : .,v ... ice. .. ..,i .'.... ..^.. ;.k`. ...rr^' :,5'1' 'i _ f -._ .. .. r r ,= � — .� 11 a .� ®. T.�"� ;..:-'', 23® .73DA.R. �;- :�. .� ....: :. _ , • ...: /,�... ,. fes:`. rY � � '�°,�-. -'��•�� -,r. :�- , , �.,_--. ----�,..-` ,�' ,.:^ ,,:^^ � ;' ;tt ,.>?�"� .;;,�:tr�'% ; ,, -,�� -' 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC �`� . � .... . : w .:. .� ' t ?, ,.; - i\f� ' ',.%� � r. ...mow �/1 ---' �^ ^a- ��.:-'- v® •� ,:-'. ' :<`...^'; ,.'>� ;11 t..%- - .._,. <«;s - AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION , �`"• ,r: ..^•,.:: ,:,::i,,. --.': t; a •^`f "'� ..:r ,,,^ ,� ,: ,� •,,,:. �� .�°"`�^, � �r �� APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT . ,.. _ _,.... ..._. _.._ , i3, ,.rr' .� ,..,r,.,: i; .... '' c- . A ,rf ` if .�': -':-.rt, a;,r ...s,,. "r W ,:: _ �;; �,,, 1 . � . ,;�-„ :,,,: ^,,,,,; ,,�.� ` %.;�:=-',�,,- .�. .�., � ,,,,,,, .- ,f r w' r. � v ,,, POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY M.J.P.A.'S -.,:-,---- -• � :..;-,;.^.'..�-:�:= . ,--=„_�-...^' ,,: ,: AUTHORIZED REPRESENTATIVE, MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE � : .- -�.—.,.�” -- :::^- . �---: =.�f;;:: f 14 GPM 30 PSI , 50 ";' 4 '+� "' , AS REQUESTED BY M.J.P.A. SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL -' �" -' '',:- "� :•'"'. ..--" .^"''-'. ' - ` .^ ::^' ,• u`"�� COST. FAILURE TO OBTAIN M.J.P.A.S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE 1400 .73 A.R. THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. r. . U _ ,!: x. ,� ori f. ri +®' rs jf f. .r is � t sr . ' ..'.,.::,. � . ,,� �_''r-^ ' ,:,^-" ^.,t ,"'" /_ is tt 't 'l 'r \Va• IRRIGATION VALVE CALLOUT : `v ' iF f f, , i f : : — ,:... r „i �, r:::' ,, �-, __.:-:-,_` ;r -" ,-'- :^:' `" „ ,, ,," , •ii t <r� �"�.'� CONTROLLER PROGRAM ,r" f? C 7 Lam. ,. .,. :,:.� `" r� �} _:' _�^" :.�-- z 1-- , ` 1t�'„ i�' :1; /�>` � `� 1 ,1 :,;,w'^ : (!� ",,,- ,. ;f 1 ° 't`" � � � :% �': '`/ .� CONTROLLER LETTER/VALVE NUMBER Al B —VALVE SIZE O' ;'`; t- `, S UTE G.P.M.(> .� � f >, ,,., :� GALLON PER MIN 24 GPM 30 PSI --OPERATING PRESSURE P.S.I. ,: : ". f - > .--`` i' EFFICIENCY .,.- .,. ^':_ "� ""'-_- _-".� ;, `;, /• -' '. / IRRIGATION TYPE & (IE) E . � HYDROZONE PLANT FACTOR -- D „ f %' '.. APPROXIMATE LINEAR FOOTAGE OF DRIP 1000' .73 A.R. SEE HYDROZONE TABLE r �' / ;i .j �fJr �� '� /:. ,,,.,^t.� ^ r �A'• TUBING OR QUANTITY OF SPRAY HEADS. �-----APPLICATION RATE IN INCHES PER HOUR , ,t f j; 1 :S i, e' 'r 1n + v i�` � yHYDROZONE TABLE � 4i ..err' , , : i Cb.. Q .:.�-- i,--' w-^.' - .:- ::�.:-' �--==' :,- :-::-- .= -- - �'� �'� t - % �` ;� � Plant Factor Water Use from WUCOLS IE - Irrigation Efficiency Selected based on type of tants in h drozones: SP Spray .71 CL Yp p Y = - - `s�==" VLW 0.1 Ver Low Water Use Plants MS - Micro Spray .7 rte. - . RT = Rotor .75 LW 0 1 0 3 Low Water Use Plants :: . - - - Moderate Water Use Plants = Bubble , MW 0 4 0 6 BB r HW - 0.7 -0.9 - High Water Use Plants DR = Dri .81 :. p 4" 0 001 1> raj,. IRRIGATION MOTE CALLOUT I R R I GAT I N ,.::' .^. .... ,.: err !%' ,.''. �-"' ` �.,. .�. _ ��.•/ ./ ./ Fes,. , , , , it ..r : / / IRRIGATION CONSTRUCTION A2 A NUMBER. " _ t`s ,. /.err i� -✓'® ,./! �✓ / � 11 4'� r f � <:/� �, � j % 1,,. 1 ^ : 11 GPM 30 PSI r .� �<.� A35 A MSV DR r = -' ,., P.O.C. AND CONTROLLER 17 GPM 30 PSI n 1100 .73 A.R. CALLOUT 3%4 Al A 1 NUMBER. rr , MW 13B r, �> 5 GPM 30 PSI ' .r `�, "' ,:1 ' • -/' �,� , / / // A36 A 1" 34 E.A. 2.1 A.R. - "' ' ,., .,;_ ,�- .,.,- ,:.. ,;, r r r ..-- ,�,,,,.• %moi� V .�w Mid BB 11 GPM 30 PSI 16 E.A. 1 „ w Lid DR �- r 2. A.R. i% i 1100 .73 A.R. /� r { WATER PURVEYOR ... WESTERN MUNICIPAL WATER DISTRICT WMWD 1' 14205 MERIDIAN PARKWAY RIVERSIDE, CA (951) 571-7100 -yq.. v ^ , r : ^.11/ �`�� - STATEMENT OF COMPLIANCE , / r „r � ANCE �� ' I THE CRITERIA OF THE WATER I HAVE COMPLIED WITH EFFICIENT LANDSCAPE �� _/ /%'` ACCORDINGLY FOR THE EFFICIENT USE O 3 � r ORDINANCE AND APPLIED THEM ACCORD F WATER IN THE I RIG TION ESIGN PLAN. r A37 A �r � : i � 02-01-2016 ® � . � �: ,r� �.� 16 GPM 30 PSI �� r `�/ ' `- JAMES J. RI G AN APE ARCHITECT RLA#2809 DATE `�� Lid DR �r y�t��= E L D 1600' J3 A.R. - ddd Fd' ,;,.r t,!`� dU r,�„',.' �^ ,�i' � }r 000 00 I rf FOR IRRIGATION LEGEND - SEE SHEET L2.1 F I IGATIO N TES - SEE SHEET L2. 000 O IRRIGATION CALCULATIO S - SEE SHEET L2.3 NOTE: FOR IRRIGATION ETAI LS ® SHEETS L3.1 ® L3. THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE \ ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN FOR LANDSCAPE SPECIFICATIONS - SEESHEETS L6. 1 - L6.4 ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE :000 ® ® �� 4 O 6O LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free WESTERNMUNICIPAL -ATE DISTRICT MERIDIAN 14 00'� SHEET No. 811 � `� J VAN BUREN BOULEVARD PHASE II -- f� the i � � � UC. �x�� O for buried �w+ ............ ............. . ............... L1 . 2 utility i 8841 RESEARCH DR Don't disrupt 10121/16 81141E 200 IRRIGATION L J aP 05131/17 � MERIDIAN PARKWAY STERN IkYfPdE°CA 92ti18 IPAL Exp. Date ��' 4a9.3s�.I32� MNWD SUBM1551ON 10.21.16 RIVERSIDE, CA. 1OF XX SHTS DAYSTWO WOWANG DIG 1� MJPA REVIEW 09.09.16 DISTRICT 7 � �� RIQGERIa.Cf�1�9 MARK DATE ( 51)571®7100 (BUS) (951)571-0590 (FAX) ®W 0.• Rw Yf I d / � 0- - /.' i '' '3/4" METER �.®.C. ®TES Q �_ ,1., -I _,/ '/ '/ '/ '/ '/ ' e '/�: l . %% - � ,) P.O.C. NOTE #1: LLJ _ / 3/40/ -�,, >_ . '. ' ' ' ' '. ' / / -' POINT OF CONNECTION SHALL BE 2" DOMESTIC WATER (FUTURE RECYCLED WATER) IRRIGATION ® -i. - . �% METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN `- '/ / .� /..� ® - I - THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE -'' ® ! DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE LaJ '/ '/ / / / . / / / ? f1 z" -/// / '/ /,,/ , // r �/ / / / FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE %/ / ''' ''.'' ' / y �/ ! ! DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION , THE IRRIGATION - ' - : t ' .' . ' 1^ y `' f-' 1 ' � CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO e / / Y / / / .� /„/ / <"" / i // �. /.•/ „ y � � %' 21/2 f� r ADDITIONAL COST TO THE OWNER ' -? / /- , y - e 'e / / i 1n / / e / / / / s /,/ lam° %% '/ / /�� G / . z° �� ' TIC � uT� RC�CL � ATTR T I � RnnATm . / Ao -� / /e , t1� % ' �� ,Jr ADDRESS: WATER PURVEYOR: Fes- MAINLINE AND VALVE LOCATIONS ARE SHOWN �' '.'' 1. ' bt' - •® / �'' % % / 'r / 'e / / /`'/ /, �, �. / COYOTE BUSH ROAD WMWD V�/ITHIN PAVING FOR DRAWING CLARITY ONLY. ' ' `' `1 ' ' ` `' A29 A 1,5" `L MARCH AIR RESERVE BASE, CA. PH.# 951 571-7100 �'/ / / / / / '/ / / / / / / / 'i / /. / " Y�.. VERIFY EXACT LOCATION IN FIELD PRIOR TO '. . . . . ./ �,. ® /,,/ . I o i' METER SIZE 2" -� / / e / / .11 4". / / / /,/ /��s/ / , INSTALLATION. REFER TO IRRIGATION PIPE AND . . . . / % , 4 GWPM 3®R S . / e ". ( ) EQUIPMENT LOCATION NOTES. �� / '/ / '/ ' °®®�!% r, �.- �. �� :� STATIC PRESSURE 126 PSI. cn 11J4°/ / / / e;/ � � / 2400 .73 AR .. . . . . . . . . . . . L� , v / / / / / /�,/�;, _ 1 A30 A 1.5 � .-'i / /'� � // % // / . � 1" :% _- ®® % � �° MAXIMUM SY TEM DEMAND 29 GPIM '''' 16 GPM 30 PSI -' , , /. - - ,- %% MW DR Cil r / / , ,,./. ,r / 1/2 f iti4' 1. 1600' .73 A.R. 1 :r r '/ ' t / *- 11 / /�%' /=' � q LANDSCAPE AREA SERVED , % / � 89,132 SQ FT '''�% '>, %' ' ' / �f.'/ '/ /s ' 'I G PP��11./ '/ 'e ' �' / '/'/ ,/ '/ /'i%r/'` �r •,, 'moi !/ / i- / '/ '/ / e , ,�•. 9 Q ,,. . / '/ / / / /�1.,y' v ,/ / / -6d:PY / '/ '/ ' '7/ / / /!c✓ i.ri/,. r` r' %i '/ '/ 0' .!%'' n _ _ 4\ A31 A 1.5 �, C�NTR®LLER NOTES V) J � -r/ / / / / /, e / / i.-f� ; �. 16 GPM 30 PSI / / �+i _ `./ / / 3a:- MW BB � � -i %%�.' ' .� �! % '/ /-'i.3 4 / / € A3 A " CONTf�OLLER NOTE #2: w �,� �:-' 32 E.A. 2.1 A.R. �,�,;:%' / 1.5 Q REFER TO CONTROLLER NOTE 2 BOVE '< - - - ' ' - ' `` `'!' �% A32 A 1.5 r . ' . ' CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. (# )A RIGHT 19 GPM 30 PSI � '''' !: �� CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL / ' / /-.: .�� 26 GPM 30 PSI / '. '/ v . . . . . / '/ MW DR `' // '/ '/ '/ '/. /'/ '/.'/ ' ./.'/ '/. "". -, /.'/,'. -%'` .�% ,.:ter, %,% a ® � ,_•,. / / ,%' ,-, ,' 'r % i 3/4".i ./,. `" LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH IRRIGATION CONTROLLER SHOWN WITHIN - '' �'' LW DR 1900 .73 A.R. U ' ' ' ' ' . ''% ' !'"� 2600 .73 A.R. " - . . /> , OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT � PAVING FOR DRAWING CLARITY ONLY,ACTUAL `'` -,. :' :':' 3 4' x�', ! ��%� r` �® ' ` ' '' '�Y / / / �. -/% f . .� % �';,,% "' �� f< � POWER SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF �, LOCATION SHALL BE LOCATED WITHIN �;� -%` ' -' - ' ' ' ' ' ' ,�° -Y'� LTJ i,'y fir''/ . o: /,/ " ��.y- /3/4 f�x Gam:, U PLANTER, VERIFY EXACT LOCATION IN FIELD. � � �-%,%''/ ' �� 3/4'�-" �° f�,a � �` ' f� �.- THE IRRIGATION CONTRACTOR :: .f . . . . , .� i / '/ F - ' ter' r Lt_ ��r/ ��ryry z /` is / '/ /. ..�' r �• V/ f' l.r '/ /'/ 'ter '.% 'r '/ 'i'/ '/ 'i 'i;i:'r.: -�.% %.:• r j.:� ��° -''"t.. ._ �, 3 ta,. \ \ 1 „r�. / //,.:: ��--++,, W U � . . . r..., -i . . . ,.:.,r / / / / / / / .P'/ /%,vim i s!° ,r: /. '/e"� ,.."`.. �.J '%\/ / ',r'F.�.' / �t�. . :� / .,� ,( di. t e .a". / / i C ' ®. . , ' ,, - - , ��y.� . ' I- � 3/4 t / /.� ''` 1 C , ' �_./ -,-.. i 7 .S f ;. _ 1 y> 26 GPM 30 PSI , .t r , f; , ; . �r.� / ✓ % `. . .' .' LJ LW DR ,.-' U >[� / / /�. , 2600 .73 A.R. ;,r: �z �r,• % 11 4 . ,.,' : " - v` ,,. .. .,. ;�%-- p4 ,S,, / / / '/ / .i,/-.i it/%,%' /-/ / Q �. rte. .%;r r% /� 3 k "�� ` } '/ . i %/'./ . , .� .- `' 'xF t %' 11%4' U - Y s e i r�yy ' 6.� /y �/ /;.' '.:� „ii / / / y•.. sa" . '°rz,el%' \ j_ / •r 'r '.- /,'i i i .i'r/ /' / '.'' , 1" "; .. '�, I 1f4 Q r �. / / / ' . ® -'/ / r:" ., ice- '/ ... ,,. �'�/ �: J Y, / / / ii. :% T TI ;. f _ Yr, '/ ' e �,w (t/ 3/4<' .' 1 , REFER TO P.O.C. NOTE #1 ABOVE RIGHT ' ® ii.`' J _., ,< i / ( ) / ' c , % - '-4 % .' . :-' fir E : / ,•, N " / / ,>., f ,, OT : f / / '/ '/'/ '/ i, ',/ /'/j.,/ 11/x® •/ f r ;, '` IRRIGATION WATER METER SHOWN WITHIN PAVING ; 1" !' ' = �/ / 1.5 / 3 4 16 GPM 30 PSI <,- ;.• GR i ® ''` A34 A , FOR DRAWING CLARITY ONLY, REFER TO CIVIL \ f % . - ! ;; ,. '/ „ 0' r 1.5 ,- °'® ENGINEER'S PLANS FORE /e,/, 1.5 16 GPM 30 PSI XACT METER LOCATION "'" GP 0 PS { ./% / / / .I / e / �.o-_/ // >� .,^moo /,✓ • IRRIGATION P.O.C. E UIPMENT ...�. �. A25 A A• MVd DR , Q AND MAINLINE r./ / t4 M 3 I 9 ::r°"' �c '/ '/ / / /'i .y� /%. ��e ./ e / ..,a s` MW BB .,•..,."^''.' '11/2" 1600 .73 A.R. :' LOCATIONS SHALL BE STAKED FOR REVIEW AND -' ., / / .,�. t. �" � t ;r; _ 26 E.A. 2.1 A.R. 2:, �sF.: 3 APPROVAL BY M.J.P.A. AUTHORIZED %fr ' �;� / i .% ® e ' ' f,,- -.j / '' f 1Y /, /i 1" r `� �, ,. ' REPRESENTATIVE PRIOR f0 I S �' ' ' tet'' 1.5 1 _.. is %/ . - ,., ,.g „ . ..: N TALLATION / A26 A „ ,.® 1 ,'; 5 %' _ .. .. , . / ', '-� . 5 '10- ,.�Y . -- 21 GPM 30 PSI ,� ; '/ 1 ; ..�' J ' �ray // r ; / 21/2 LW ,. ®� � DR '/ g� . ,: 210 .73 A.R. "�. �' ja y( ,�. 'r 0 f // / wy" /: /i / / / '/ '/ '�4/ i'f%',i , . i/ ®r s' / / �+ ® i ? S''` Ali A 1.5 , -:i / /j, \ \ �`I •,/ / /. .mss / '/ „ ',/ . ,: ;;' YS:// '� .t�,yrs:: Y / / r�r Lo:: / ', i. N �. � / '/ '/ ':11/4 '. // ^ r 19 GPM 30 PSI x ' . %" / 1" r, r l ..:i. �/ / -34,,. %-~i't / / w / / / / l.7 / /':'/ ',� / ,a;r !. :� / MW DR p, > - -`'`. /. /. ':/. '.'. -. ' /% ® f 1900 .73 A.R. ;; ,,. r . / / .- f r " r r .. ,/ ,. / % -`irk >/� ii rr '/ '/ 'e / f ,; . , .' .., _ e / .,. 3 i �' / f , / `• z f / / r / / / / '/ '/ / /"/ .�✓ -/ i/- 2 .� / res: / t-r„:% v ^. .: ;, r,'`'`" / /- ,✓i.!' rte.. ®. - f'�5'- /. / / %' `' i l'ii'•' \ ,// '/ '/ '/ '/ '/ '/ '/ '/.r'"ter.,/ `,// i' a?^ '.�� xy.' .��11 v j, "�, ��`�// .,�', �'Oj� , •�/. / / / •11/4 '' / '�f'' ® i / '/ ' / / / / f lel �` / .00 y3 �. / .. ' 114" '� A27 A " ® . 11/4". // ��. j`/ / /!/ / / '/ / .- / /.%/ , ,i'''ii /./, 'r / '�.i '. / / / i/s t r "� ; .,3�4" . /.'�� .,� e � f� .; .- ", '�� 22 GPM 30 PSI v;� ti:_:�' ® .i � .�r � : / / '. '. '. '. 'i. / /'� P /ir �/ . . . . ./ ./ ./ ./ ./ ./ . e ./ /./I�'I /. / %X '. e 44��Jf / ,, s / / / / / y „ 114;-'' 22 .730 . % W R z x / / / 00 A.R. X11 Y '; 11/2/ , '34 / / /,�'�>� ; 21 2 i . ' /. / � , .�r� '�'�,',,% ' .� !'•/ % ' 11 4 A26 A 1" l'' .� �' ii'/ / 11 2"v i/ :'% 1 ie%� �"'�` / ie/ �, /. 16 GPM 30 PSI ff-fix s/ / / 11/2% e/ s -- : : /Y / / " ®® .� S" 1 � t . rF-:;. / / / ti_y , MW B =` 32 E.A. 2.1 A.R. %%,. , ® / � '� A5 A 1. � i�i r 11/2 %' 26 GPM 30 PSI ✓i . / /., c.,t,. /'. .'�/ / / // .y MW BB �+� / v 'i/ 11/4- -® j / / / 'i / '/ '/ / \ '/ /,- j. 56 E.A. f i;; r'/ ✓` , 4^ ,O � % i / '/ i 11/4 / /, / , 2.1 A.R. fN... % � / / i / ` " '' --- `® . , ,{ " 20 GPM 30 PSI >- ,�' , , '' ;:. '% '` . ®� , •'' ' ' i iii/4/' f MW DR MAINLINEAND VALVE LOCATIONS ARE SHOWN ' ✓/ ®'� �-. -, - . � , ° .a .` 20 0' 73 A R WITHIN PAVING FOR DRAWING CLARITY ONLY. / / ' ' ' ' '/G VERIFY EXACT LOCATION IN FIELD PRIOR TO / , r:� i.i./ ./ / // , ,,f "' � ._,,- ® �" � ti��" / / � �.-, f INSTALLATION. REFER TO IRRIGATION PIPE AND %� �s ' ' '/ ' ' ' "I -/� EQUIPMENT LOCATION NOTES. ,- r '� 4 ,`' ,.,-r ® �"", ."'/'/ /. r', f es: v - : . _ - .. 1/4 / e t i (� // / '/y/_/ ' 114 �� t'c! i^/ / '/ ' .i / '/�e/. r/r� '�,te--, 'e 'e '_< '/ i //.:� \ / '/ . , fe- ,., e F®R IRRIGATION LEGEND - SEE SHEET L2. 1 1 / / \ v F I RIATIN ETES - E SHEET L2.2 -` I I ATIN CALCIJLATI NS - EE SH T L2.3 NOTE: F R I RR I GAT I®N ETAI LS - SEE SHEETS L3. 1 - L3.5 THE DESIGN AND CONSTRUCTABILITY OF THE PROJCT AS WELL AS THE 1 ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN F LA DSCAPE PECIFI ATI NS - E SH ETS L6.1 - L6.4 ® 1 ® 2® 40 6® LIMIITED TOL COMPLIANCE WITHER CYCLED WATER REGULATORY REQUREMENTBS. Don't Dig...Until You Call U.S.A. Toll Free ESTE N MUNICIPAL WATE ISTRICT MERIDIAN � 00 SHEET No. E' 811 0�� J" �� VAN RUREN BOULEVARD PHASE II f� th® 1 tip uc. a�� f bt1�d ut 3ty 1 8841 RESEAR(H pR gg Dtt di pt 10/21116 SUITE 20q I Tg L (Date) 14205 MERIDIAN PARKWAY ^ �� 05/31/17 IRVfP3G°Ca1 92d1s MNWD SUBMISSION 10.21.16 RI�ER�I�E® �A® 9251 IPAL OF XX SHTS - 9J Exp. Date 949.387.1323 QAC �° ®� CA�,�� MJPA REVIEW 09.09.16 DIS ICT RI'DGELAACM DWG. 0.: MARK DATE (s�1)X71-7100 (��s) {��i��1-�® � ��A�) . a/� ., .r , r, � _. a ,. _�_._�:v_. . ... .. __ __ ` v -.. r 114" � ' Q % i ' ' t % -_, / '- LSJ `/ :- / . %, IRRIGATION CONSTRUCTION NOTES r / W / _ w 1 //r..' 2 . �.. j7, `' , r . - `'/ ® =' -/' STlJ03-OLIT NOTE: y Ff - t J r r i li r ,r ,, ® t- /: k ®' CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES ® - AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS W /� ' p f , / .r ' - ION CONTRACTOR SHALL NSTALL SAID STUB-OUT AND WIRES WITHIN A _... Y /'' '' ` '` ' ' LASTIC VALVE BOX.I CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION Z / , - / f / f. C� r`',, -' : �`+ -' %`' '� ® ' '` ULH MJPA'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. . , , - , . - _ 3/4- / D WIT RECTANG ':. ( / i it •`11 ` •J ��-# .1 Ci e{.ir' r,i',,,,, /3.0;x 3/4 ,.-"i n//r.. �; p r � 1 . ,-, ,,,._ ` t" / 2 ®S PAVING OF ET' NOTE: 9 f'0/ ..... .' jai y f b.'-"`. i ,./ /ice., yr ® �O'� / J/4 2 Vf-(-S L1 y „ / \ 3�4 0 , ./ ,,_ ' / ,� - �� POP-UP HEADS ADJACENT TO PAVING SHALL BE INSTALLED 24 INCHES FROM ANY ` p '`i `e. - � / ;.;fir �' y � NON-PERMEABLE SURFACE TO AVOID ANY OVER-SPRAY, PER STATE AB1881. ' ' ` ® r �� 22 GPM 30 PSI (/'y i 6/J : ..., MW DR ° S j - 0' _. °� _ �5, �,.� :' r `�'r ^'' ® I N N TES 220 .73 A.R. ---- �� f- ,, ' �� A PIPE AND ECUIPMENT LOCAT O O s �, �- Fsy r r- f r�, , la �,, „��R r ��„r- ; p r IRRIGATION z ® `� . .- ` 21/2 J�' r ,-rr `~ •,_...,..__..... , 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR 0 /�_`' P, S �'®.''' TREE BUBBLERS AND LATERAL LINES ARE .� . DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO `�' - / ` ` ' ;` NT H LL BE LOCATED IN HARDSCAPE p - IRRIGATION EQUIPME S A . P� /. �', `1 b SHOWN WITHIN PAVING FOR DRAWING J - / r ' , /1 r 4>'. 5_. ;�, 1"`J '':, CLARITY ONLY, ACTUAL LOCATION TO BE { �, ' - Q �",_- `, '+ 3 WITHIN PLANTER ALIGNED WITH TREES. ; .'•11/4= 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC �C "r' Y+' ;., / U _...._.. ._..- , e - ,: f rr . •00 11 2 AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION (% ml �' / I y' ' ' 'l '� .' it 'S. 2" ® "`' ' APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT r' .,.5 / / '...,r\'; ".; ':' ^ t �' ' tE '`' - ..,-f 3r,f es - ' r r f ......,.,,...,...:y,.,,_.,- CD 5. e j y r -''` r'f+r ''S � u - - POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY M.J.P.A.S O SOF ALL IRRIGATION APPURTENANCE e . I, . . '3r' :' .r' _, .�' AUTHORIZED REPRESENTATIVE. MINOR MODIFICATI N ,; t e . ->,� -. ' � � r' ,'I . ' ', AS REQUESTED BY M.J.P.A. SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL y,. = tl e •r`�'-f`.,;,.4� y ..1 r `' 'may %Y;^-I'_ '„ - .:,+ r ' �" --A' - / ' '':i� x ;.-' r -. '' , ONS ALL CAUSE r r -', COST FAILURE TO OBTAIN M J P A S APPROVAL PRIOR TO THE INSTALLATI -/ `� - i e�, } '' - r // THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. V j i / .• 3 { �:., i / .,.tt ,= r ''\ ,m° Catzt'S.,.s�• / �,,. ,'r,,.,� .- i r r 3 4 f /�:/ ,,,° .r,,. \, `�� / '; _ ' ' -5/ '' >: 21 GPM 30 PSI „ 1' MW DR s� .' `, % ®'�' / ® -- - 1 - / 2100 .73 A.R. IRRIGATION VALVE CALLOUT �/ I' r r. 1" // ; £ 1 f pm.' ;.+,^/// l -,s �° ''r'` i .tea L.,,.5,'®�•� - '/,:i i. O'.�*y�'...,i \ _ ® -i. ^ ,,: /fir - '' v CONTROLLER PROGRAM -i Ir Z % 1 • 21 2 q /,,/ '/ / ' { CONTROLLER LETTER!VALVE NUMBER Al B 1.5 -Y-VALVE SIZE '%' ® . NUTE G.P.M. -•-OPERATING PRESSURE P.S.I. ♦ 11 ,.' 1.. '. .�,.r.. -.,,, ;_ ` ,>� GALLONS PER MI 24 GPM 30 PSI ( ) x. 4:/ . "=r " HYDROZONE PLANT FACT R LW IRRIGATION TYPE & (IE) EFFICIENCY .fi " .. '� - .� r /% �,:5'r r'��` `yam`•." r ,,/. ,/ 'r / f j " . 1,, /€^ t it 4: .® , r..:.' '- r "; ?,r-.- - ;53¢" / ' ='" ,' ® Q �r h� rr � f,`,:=yJ 'r „„T � /' ' ' • 3/ / - _ i- APPROXIMATE LINEAR FOOTAGE OF DRIP 1000 .73 A.R. SEE HYDROZONE TABLE ;,,, - :,,�`,/ / ,/ ,,- ",' 11/2 'F,f,'"r r/�,..' / - r i ''.+ ', '- •/ / -, _ / r I r y / ® r ,. / ,. r - �t -'lf rr TUBING OR QUANTITY OF SPRAY HEADS. L�APPLICATION RATE IN INCHES PER HOUR � q '` r r r / .-. / / '- / _ . r / � 1 I .- r r �,, C, r . ' .' . ' :�� .,� �" r'r= �� . � HYDROZONE TABLE t,r r %, r _ J S� �./ ® n �� //- 11/2°-.. Plant Factor(Water Use) from WUCOLS IE Irrigation Efficiency :: r r' _ _ Q- Q °°� 3/4"`` A23 A 1.5 r'/. ''3/4" ' ' '!,; A7 A % - . ' 3 4" Se ectad based on t e of tants in h drozones: 0 ® / •. 1.5 / V �:11/2"" �: I Y P P Y CL 0 20 GPM 30 PSI '_ .� t _ '• . , .. 'f-: " - ,:a - �'� �/ 3� 1 :., ,, - _ - SP = Spray .71 <C �. ®' 21 GPM 30 PSI .' r. . ''_ "" - - ® .�;' r . /! ,- MW DR - - 11 2 ' VLW- 0.1 -Very Low Water Use Plants MS - Micro Spray .75 2000 .73 A.R. _ �' f . .; 3/4 %, / / _ - - _ - //_ ;, 2100 73 A.R. [ :: , ...; LW 0.1 0.3 Low Water Use Plants /� i' f4 ,,_ s J� 1Y; ^ RT Rotor .75 rr _r -!....^. ,' -�: �{ - 2� y MW - 0.4- 0.6 - Moderate Water Use Plants = Bubbler .85 ® <` / f 11/ 2 B B ® r ,t `% ''� ' • Y r " - - "" °� HW 0.7 -0.9 High Water Use Plants - / e - ® 3� - - 1 r' i / ` � DR Drip 81 r `p ` /. / (y�� r�; �' \ \ .,�„ „-_ k ,✓,11 2". -.�, .-,.`��J- ,a, 111 yf.:,�"' •® t / - .i .s `.� .i - `r 5}},,,''' r .�„� 3;4" / l /.'r; `rr .® ,^�;'%- ® : :.�, - - -:, ::�-�=` - r`_` - _ ,: _w IRRIGATION NOTE CALLOUT „ „ ,vim. q - _ - - t. i 1" . 1; v a wi - ,v°'` -` ;�; .- IRRIGATION CONSTRUCTION ® / / / i- i• / / d✓r f / - 11/4 , z , ! y ® .• . ' . ' ,..r.v , -., , _,� CALLOUT NUMBER 1 _ _. , �, A17 A .5 - / - / r / / / / e - 9GP 0P .�r,. . .,..ter f x / ✓ / / / /"/ / / / n,.y, .r, y e ^ 11 /4 _ ,/ 11/4 DB LLEft : 'fir / /...e-i "/ - r /'�:.:�" / \ G'.a'; ' - Y `/-. �` " ' ® MW POG AND CONTRO . . i ' ' ' ' CALLOUT NUMBER / r '/ r . , .' ' � �� 4" 5S E.A. 2.1 A.R. t. ,��{ :^ ..:,r", .'�,� , ® 11/2° ��= � / v 1 �� ' i r . { % - / / .y V A ,.... /�- / .�r ",. t. �.,-- �+• /.'. .,•;..c,,,.., 11/4"� �= / /,. �r 11/4 '"�'.'- �, ✓` ., - - . - �/ A18 A 1 r' / is 0 :- v . .N� .-;%, ,�.. lrr� , �. - :',:, : r ;� �_ , ,- � 5 � v� d' i. ��, ' X 11/4 Y r "11 4" - - ate, /, \ ..� 16 GPM 30 PSI ,� �* MW D® ,� ;.. .;, �.;:. r 32 E.A. U V `;� >�3 { { - - ' y,..;, ® ,, - A19 A 1.5 2.1 A.R. r' s- ----- . s `. I' i� >.:. r, •® � - 23 GPM 30 PSI WESTERN MUNICIPAL WATER DISTRICT (WMWD) ® MW DR �: ; '; . � -, " � / ` ' 14205 MERIDIAN PARKWAY - �� 11", �;,,�.., 2250 .73 A.R. /. . . - �' ;,_.^ �, / / / I"�� r RIVERSIDE, CA 2 ,� 1 �;,FV :. .� �., .�,; �. � -=�: 951 571-7100 T i 11 4� '� �. - ( ) n r y ® / i "- / 11/ r .�" _ a s +- v_"� r 'm° / ' ' ' ' - C LIA CE % ' ,,a / - - ' '-1" -� - STATEMENT OF OMP N 16 GPM 30 PSI " - _' -- ' '1 - , �� .-'! �`Y I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE A21 A MW ®R . ' - ,1 - - X11 4 ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF e,^ 1.5 2 - - - - / , f; N WATER I ESIGN PLAN 1600 73 A R � r�, / - 22 GPM 30 PSI .. - �" - - 4 - - r / - e LW DR ... , _ , ' N THE IRRIG TION �;. Y - 11(° - _ �f 02-01-2016 2200 .73 A.R. ^ � �� - `Y �" `' ® °� .-/i ~.` ,11 4 .: r� >�2Li f1 JAMES J. RI GE, LAND APE ARCHITECT RLA#2809 DATE `' l'' r `4`11/4 - ' - �r A11 A 1.5 \"�`��. 9 „' .-i P'�/ i r / ,l' -s:�,y,.:�'?� '.i P{ / ( f �� 21 GPM 30 PSI �I '� ® 11/2 y F y. ,11/4" ' l 1 ®� ri < .: ^: ^ k ® -- = - - - 112 21®® 73 A.R. ® - /Ks 3 ® `r ' F 11/4 ^ 11 2', ./ r; ®®.® ,� -�� T / , - ,.. 26 GPM 30 PSI �. �. �° �� A � • ' 11/4.. .. - a L ,,... . - ' . , ' n MW P� " 'r ,JI 4'� �- ; ' ' J/ A9 A 1.5 52 E.A. 2.1 A.R. -' - - l ' � 21 GPM 30 PSI �, - - ' / MW DR / ,11/4 ' � � 2100' .73 A.R. ;;_^,. / r I '� - F®R IRRIGATION L GEN® - SEE SHEET L2. 1 Y � , // FOR IRRIGATION NOTES - SEE SHEET L2.2 FOR I RI ATI LULATIONS - SE SH T L2.3 NOTE: THE DESIGN AND CONSTRUCTABILITY OF TE PROJECT AS WELL AS THE FO I I GATI -N TAI LS - S E S H T L3.1 - L3.5 ACCURACY OF TE FIGURES ARE THE RESPONSIBILITY OF TE DESIGN \ FO LA S CAS'" IFI CAT I® S - S E SHEETS L6.1 - L6.4 O 1 ® 2® 40 6O LIMIITEDETOLCOMPL ANCE NTH�RECYCLED WATER REGULATORY REQUUIIREMEN®S. � �� SHEET N0. Don't Dig...Until You Call U.S.A. Toll Free UST N U ICIAL ATE DISTRICT MERIDIAN 811 � ,C) S J. R� VAN BUREN BOULEVARD PHASE II $tsr ® i tip wc. pa�cs ®f b��l c� wt�ity I 11841 RESE"�RCN UR I I TI L Dont di pt 10/21/16 SUITE 200 STERN �t� 1�vIIdE.+a2ia 1A235 ERi®IAN PARKWAY TE OF XX SHTS AMY ,� 05/31/17 MNWD SUBMISSION 10.21.16 NI IRAL �' Exp. ®at® '� RIVERSIDE, CA. 9251 ®� �� ^4/�� 949.337:1323 MJPA REVIEW 09.09.16 DISTRICT 3+00 O 7 +5 ®WG Q� CA�-�E RIE7GELa1.C(1��t MARK DATE (S�1)579®7900 (I�l� ) (��17'1®®59® (EFAX) . 2J w._ - -- _ _ �_ �- / (0n - 0- a- < LLJ> I- � '1..._11.......1 po�$a��, _1111.,.._ u... .. ...... . .........1111 .....1111 - .. .. LTJ 'O�u ' _ .. ,. _ 1111... _1111 ,.. .-11 11.. .. 11,�111. _ .._111_1..:i .. .. _. ._ _. ... 1111. ..,.. 1111. w IA .. . v ., ._. :. ... .. I _. .... _ -, `, r-:-,..- i �> .-. �.. - . 1 111'.. I '..:��.,,.,.cv..�... . _ . f.z. S S- _.,r ._. ._ ..- .-' ..1., i wwo 11 _w . _ .. 1111___... ... _ ...... _... - _ _. , J 1 tv� +. 1111,-111__1.. _ rv,,j ""^)' _..�', 1111.." S .a."". S -� : �(i _ -.. 3 I ...._....,^ i "f- ._......................................... ............... 1111..1111. ...�. ... ......-.. - _ ,. _.. ' ,,,1111_. 3 ...-......yam .. _ .r k _ r ......Y, .. - __1111., f W .... .., 111"1..-..._.?.�--r>.. r; - r 0 3 4 , ;._.. _ .. _. . ; W _. _ . _ _... - 1111._ . . _ . _ .r _ .. ............................ .-. _11_11 _ _ �: _ ..._. _1111 Za.Z _ _.. ._ __:». _..._ __ ._1111 ' r _' _ .. ... .. _„ 11_11 v_.. _...w.._....;..,Y.. - .. _ . _ _ y ._..r.,..a..' . . .-:;^, _ . . 1111_..___. _._ _ -_1111. _.. 'x X - _ 1111--- '. _._.- 11;1_1 .�.. _ ;.» , - .._ . _ . r._...� _ r. ..:._-. ;(t _- - - _1111.._. ,_, r3/4 �� , 11 . C0 _ : - _ - - ... �.._..._ 3�4 1 I-C y _ i I �` E .. ..... 1111 t .. 1111 -�..... ... .. ... �.-. -3 4 .... r 11 - 11 _ _ . ' _ - - ...1111., - _1:11 :r . -r _:,; (.. , »,... _ / _ .__'.`...._ ..- �. ._.._..w.....,. �„ »�,-� W.. .��.. .. 1111 ..5_ -�-f ,3 -----i 1111 .. ... y -.-.. _ - 111_1, ..;. .. .. ..... ". , ", -..-1111._. ,^s. .,.:-< _ "' .° > '- ... ,.. �r / ..- _ 1111- � 1111.>... ,- 1111 11'1:1.., r , _ ..- _ 1111 _. _1111.._ _ ..»�_ . . _ . _1.11.1 � . _ ,.I,� V) _ _ _ _...._.1.1 .._.. .._. - - MAINLINE AND VALVE LOCATIONS - - _ - - _ - __.-- ._. ARE SHOWN _ :, _ . .__ ,- t;- _1111_. ® _ - _1111 1111.-•:_ 1111. 1_111. r 1_111_. 5"' .. Yt _ _ q _.. Y `,; ,._,^. e_,- .,r._»...��„ f , .� _.-,--. ....,:».:...: . 1111. � _ ..: 1111 u-•- 1111 ,.. ,: .r - , 1111. - 6d� 11 ; _..:�:'::..-.y _.. -._.,,_,. .mow - 3 f i.I,,.'......: .^ ._.._,.. _.._... WITHIN PAVING FOR DRAWING CLARITY ONLY. _. _.^. ... : ,.... :__._: . <' _ ®:_,: .- I__ I'll _. _ _......_.. . >^ .l 1 ": ...:.:..;r- _^': _.',� ,.._..:1._.....L _.,.',,...�•:-:1111 - Q 1 VERIFY EXACT LOCATION IN FIELD PRIOR TO -' _ _ _..._.._... ... _^ w..,.,,..... _" - ® _ . _ _ _1111 _,._. _......_...._..._,. » - - - -3 4 . . - _::,.� _". - 1 _ _ _ . _ - y ,_ ;_3 . - 11 4" / .-_ /`rr z 11INSTALLATION. REFER TO IRRIGATION PIPE AND _ ...._,.�-. , _ _ . . .'. -t-. :.,' 3_ ' - _ ; .Y.w / , - .�._...- _... ...._... - 1111 _1111_._ , . .-,� _ : _ ' ;; ,.(= ...,,-._ . _.. - . . . 3 4• . _1111 .. <C EQUIPMENT OC _ _ . . _ r` _ LOCATION NOTES. 11 _ - _ _ /1111.. _ - ... , _ . - 34 , r w _1111 'crq -. __� _ _ i T _.- . 111__1... _. ( . ,: -. - - .. I- opl ^., : .. �_... _�:.,.,.x , �.: 111:1, - 1111 _ 1111 _ -�'- _. ..._ _ . . . _, �' ,�` ... _ _ / , - _ i` _._- w :. _ _ _ _ . .r ° _ . -T _.:.� 1 , r.., _ _ . . - I 1111. _ _. _: ._,.._ __.. 1 2" _.__ `\ _ CY- V7 % .. _ ,., -:..� �. 1111 ., ,._ , 1111 �, _. .. , ,,< , , , , � _ -.._ _ I :: _.._ii 4 1111 ._ � , � .�:... ,, ___.:.._ . r - .. ..._ _ _ _ » _ , 1 _ r I .r, _,. .. ,^. ..3 ,. :,-11_11.. _. .. ....._:::. . :. ) -... ( -1111. ... , r ,.,,/.,_. ... .. 114, , . _ :I ® __... - _� _ / 1.11.1. .. _� ,. _ : . L� _ . t. : w _._..._ % , �. . 1111: �+.. ',r., r ..-<'. ,.lt .i n i .. ._......_. _ r 11 2 1 . ..�..., r :w, t--a, .,. ., 1111.,. _...,r _ -.t-- :'s. ;,_I ,.. ..... >- / r ! - �_ - A13 A ... ._1111. ». _.._. -` - _w:�..^11.11 ..^ _. _ r „ , . . _ ._ _. . r. ;e ..x _ . , 1.5 ,.. ) 3 - ° _. . . _.. 11 4 _ - r3,. _} { 11 4 _�,.'�. _1_1_11_ _1111 _. / ~` _. _.. : .. _ �. : , .1111 .. . >+ .�._.. , ,_ .w.�.- r. ;\ �, .. -. _ ,. . , . .. : ..- �_1.11.1_. 1111. . ,, ..r f- ...:a. ! .. Y .. .A .. + .o 11_11-... ..... t...r 1�,,...._. ... 1111. .., ,_,. 1111 . ,,. 1111. ,. ..._ °,r •I..: ..:... .. .. �., r 1111...-.: ,:` 1111. � ...�- .. 1111 � :-. ...� 1_111- e' ......_,.. '.. ::. ... -., .,..... r .. ./ :.. .. .+ ..+ .( ... .. �..:... .. ® .. 1_111 I ] l 11.11.- _. . „...-- .. .:r ,, -, .1.. ,,. 19 GPM 30 PSI „ _ _ . . , ._ l ^, .. _ 1111,-,: : , , .-. _ _ , _ :.. _.. _. _ ..._. . ; ...�.: ,1111 � _ r . I.0 , Z , _. �!- .r ...+ .'_H ..�/,.. ! .> .�c:Y - .�,,. 1:111;_.F-y ,' ) ',. ,� ®( �P ,« 1111. .._ _ -. _. _ ..�.. , , ,�, it 4 .__1111_: .+ ,. . ___1111.._. .\, .. . -. , ^ .^ ... ., ^. �. ..� ..• - i ...- :_11::11.. r r ,^,a._..- .,. ' .,.�.�.. " *"1111 -17 _ i::.. 6� _. % ,l ^. � : ''..,1111-._._.� e„ ^':.Y!'_ .,_ 1111.. ._.,. .� _ _ - U :_.,_._ _ s _ 1111 / _1_111. .r ,\ . Ill ._..,.._,�;_..., �._-- 190 .73 A.R. 0 \ _. 11. _ _ _ � . _ r _11_:11 . _ . ° _ _ �' - _ 1 l<, _ . . ». ,. . �..- - _ 111.1..-._ ® _.w _ _ 114 ✓... L+J _ . , f. _ _... -r. _ _t-1111_.l r-': _ »-. ® _ w. I- _ ,. .. z«� . .. r. f _ �,.,. 1:_1_1_1 i- .." „ _. ,. �_ _ 11 2 - �{ '.. , ., ..- _Y � s,-,_,_. r / as® _.^1111.. ., .. .'.1.., 1111 _• _. _, - ... _... ...T _.^ _ .. 1111, .. � -.- -. _.,.-, - -'-� -' .t i..,- .. .. ..• ..111_1,-. 11:11.^. ?� 11_11 ... . 1_111 ..- , ,. _ � ¢ �� u. Y.L . _ _ . ,{ m - "-'Y,.. _ ---�-- - 1111-::-:,.._ ® 1 ____. - - _pu.+�R» ..._ '1;111 '�., � ` _ ^_ . '^l. - .. �.< r ._.^ .,r. » �:,- -.,p» .. .. 1111 - ,_.», 1111 •1111:.,,:. .:,:. ., r. _ .y„. -..-... ..._. . 1111 ... . ... ..._,......... . .._: F': 1111,, ,w' n _ .� ,...__ .. 1111 .. .. ...i '�. _ _ :aC^..t.. 111/^1 1111 111 1. - .. _11 _x111 - _ 1, y .. 1111- 1111 _. `S _.. ^1111 _ - _." P _ _. .. - w __11x1_ Q' < 1111 � , , 3 _ _ _.. . __........__1111. r, _ - .^_._1111.. _�. _ - _ _ » .. _ _..:_� _1.1x1 _ .. . _�.:_._._-_ .. __ . » _ _ .. --_ _. _ _ 1111 __. .f .. l .., .,,_,^.,�, .. 1111. _. L y r ' f. 4 f. �• ,.-.....w+ ,r 1111. iC'1 ; I ..- ... 11_11.._:1111.. _ _... V ,.. _ , w+ 4 �,. 1111.. 1111. -_. 1111 �- ,-.,._wr. ........._._.-.. _ '- .. - -..,_.,... ,_ ", .. � L.,_ .. � _, Y ._ ... - -1111. .. / :. _- .. - ✓ .,-.*�-... \ - i.. ,_._._.�- ..._1111.-., ... _ .r ., 1111.. .._..-•' W� 1111 1111._.. ^' _ �.--.':_.-11_11- 1111 --..:. .. .- .. _ _ ...^._.... _- \ .. 1111._ V)/ .r .� ,...a+e "'., 1111 ..... _. T - 1111_1111. y ..- ..._ _ r•,,,"`«`: a ... �\ ,...._.... ..11_11... ."..\ �- .^' 1111 ... ,. ,..i 1111- ..- . �.. .. 1111 , RD W _ ,.. ,.. ^. :. 1_111."i�' .. -. _..`. ... tit :�. _ _ _ _» 34 / /. mp,. �._. . . . ___.. _ .. -- ,® :° »-._ 1111-»,,.ww ._. ".,. .. ULEVA :a .\ (� _.._.._7. �._, x _1111..-_, _.._ �. » _.. ..r .a✓ ^1_11_1» : . -..-,: (--'- .... , . , ,r_._ 1 _,..._. ` ... �y .. » ',..^_111_1 Ll. - 1_111. _✓ ».,.,.,• , _ \ 111_1..._ .. _1111 , ._ .. 1_111 ,.�. .. y .:�;... ...- _ . . ,. r 1111 .. 1111 ..• :.>o"' .,,�._. t.- .. _ ^ ».- �._. 1111. ":. .11 ^ .. r _ .. ,- W@ ._: 1 � '�.. 1111 �y 1111._.. _,.✓:..._.,.�:' ,m,.... -� I'll 1111... Lf � � i ..-�._.., '�.. vO _..._�.,. ,__ � N ..� 1111- .. ....... " \ =N - 11!_11 .;,» I— I - . � _�- _ 2n i... ^. . ,�° ....,^._.yam. }�- - .® ,1111. 1111_,, \ .. _ 1111 ---_�� . _111", �V,, , --N`6 ,.v - - '\� �b, ._.�_._., _. _ _1_11_1_.. I. 1. ® I- - A14 A 1.5 - ,- 1111-. 3 '. -'' "^ 3/4° ' \.., 23 GPM 30 PSI � �_1 TREE BUBBLERS AND LATERAL LINES ARE »r » I w v z-'' ,, LW DR SHOWN WITHINPAVING FOR DRAWING A151 A 1.5 _1.11.1 _._� 2250 .73 A.R. �^" .� ! _ . " »� ��~ CLARITY ONLY,ACTUAL LOCATION TO BE v �- _ U _� 1° y� 23 GPM ._ W�,. 30 PSI Q am,.w �, -.-. ._ 'V -� S+x R"+"_t :1111.., _� :..";� ,;rr '' Z "" ,_.._.o..._ n _. �... � 3 fir, - i.. _._._ WITHIN PLANTER ALIGNED WITH TREES. : _w ..1 , us`• 1 A16 A 1.5 MW DR -51 _. �° �`� ._. �_ .. .. 1..111.. �....,.._, ,.»1N, ,._^.__. ^ -..... ® _.»._.��_._ ._�� ..11_11+_ 16 GPM 30 PSI r ».- i ». ...__ 2250 .73 A.R. »-'» .{'» 1� _1111. _ }� I—' A .. » y _1.111 ». , I- ,._^ MW DR �_._. �. »a:^» ._ __ r r c., _..._..._._..._._._. irr`_,. rs ;x +. .... . .. .. "\� .: "'- "..-. -Y ,- r/ l .,. 1111 , ® ``.. .. .. ,_.,1111-.. , � f f 1 �._ _ 73 A.R. \ r 600 ....._.. _...._..._._ _, » ._ - _... - _ _.. i 5 ` I I »» w- _ \. _... -.: ._ » _ .._-_1_1x1 ,_1_1_1_1_ _ w + ..._1111 . Z " „ .K 1111_....._..._. -. - _ .. ._ _.. .. :1111...___._._�._. . „"�. .\ ,. 1111. .. (/1 T ......I / :1111 . \ , '" 3 1111 1111._. '....,... M^ ...1111. 1 . .. .._.. -1111 //--y� .,_..�- . -� -lC ,. 1_111 .may" r Y,, Z3c /' W � � ii .. 11"x1.,, 11_11 _ ..r 1111 .^:_:1111., LLj ... , ,., 1 :. .E....:c...:.,:_..F.. _. .. _,. . \ \� 11._ d ::.1111 ; 1111 .1111 / w.,,..,..... » i �,; --. -r r \11 _... ^.,1111 • _,. `'" Y' ,, .. 1_111 r f- �, _ l ^.- " ' (/a�� i.. .,_._..___._.,._..._ ._ _. i ,,, _1111._1111 __ \v ' �:'. .-. .......1_111 ,`. , ,.. ,. ` - .... ; '� 1111. .: �. a>'^ F f' :�, ,,.-c-• : $ ,..j....,.. w 1111.j-..,-. ., 1_111 .-_ 1111._... O-) ) »1111.. \ rr i >''' °) t -_ 1$141✓. \�;-." '_ i .._ / ..._. -... .:. _ - :_ ,,n, .. - - , _ ,..1_111 - i Y X t' r Y .: � i (n �-' w - _1111._._. f (� _.. .w �._......_. . �✓ 3 ' _ _.._.. ._ _... . 1_....._ ... _11.... Q » _. _ W __._. _1111. ' f�-9''^_. Y -111_1 --- \:: u... s.. ° ,_, ; .-1111. i -`s FL's r 1.. .-,"r ., r L p >s ' ` ,: _ rf 5. ., .. .. , :::,:, w. ' '':,:a> 11_11.. � : � 1111: ..- .. Y' t ♦ + ' ' _ ,. ",:- '`.:i' �...> T „ -. 1-111,^.",'.V ' a 3 i "Sm I ._' 11 }, _ - _ vs g _ , _ ,. . r { P� 11_11 �i .� 11/2 iI 01M, �. +'y' ... _ % I� (� - �, w _ _ _ . _ "f ,. t, » �^ A � s - - - • - �- _ 1 - _ " ;� F i f !r '.�_-'�,:,'=t, ` 1 21 GPM 30 PSI , 0000 r` MW DR , 0060 11 ,r 2100' .73 A.R. IRRIGATION VALVE CALLOUT IRRIGATION CONSTRUCTION NOTES it i I ',/ CONTROLLER PROGRAM �� STll�-OUT NOTE: CONTROLLER LETTER/VALVE NUMBER -- Al 13 1.5" -VALVE SIZE CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES GALLONS PER MINUTE G.P.M. -- 24 GPM 30 PSI -•-OPERATING PRESSURE (P.S.I.) AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS HYDROZONE PLANT FACTOR -° LW DR -�-IRRIGATION TYPE & (IE) EFFICIENCY - CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN A APPROXIMATE LINEAR FOOTAGE OF DRIP -- 1000' .73 A.R. SEE HYDROZONE TABLE RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION TUBING OR QUANTITY OF SPRAY HEADS. I-----------APPLICATION RATE IN INCHES PER HOUR IN FIELD WITH MJPA'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 2 PAVING OFFSET NOTE: POP-UP HEADS ADJACENT TO PAVING SHALL BE INSTALLED 24" INCHES FROM ANY HYDROZONE TABLE NON-PERMEABLE SURFACE TO AVOID ANY OVER-SPRAY, PER STATE AB1881. Plant Factor(Water Use) -from WUCOLS IE - Irrigation Efficiency Selected based on type of plants in hydrozones: SP = Spray .71 VLW = 0.1 -Very Low Water Use Plants MS = Micro Spray .75 IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES LW= 0.1 0.3 - Low Water Use Plants RT = Rotor .75 MW = 0.4 -0.6 - Moderate Water Use Plants BB = Bubbler .85 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR HW = 0.7 -0.9 - High Water Use Plants DR = Drip .81 DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC IRRIGATION NOTE CALLOUT AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL.-FINAL LOCATION AND EXACT IRRIGATION CONSTRUCTION POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY M.J.P.A.'S 1 CALLOUT NUMBER. AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY M.J.P.A. SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL P.O.C. AND CONTROLLER COST. FAILURE TO OBTAIN M.J.P.A.'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE CALLOUT NUMBER. THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. [�_ STATEMENT OF COMPLIANCE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE FOR IRRIGATION L N - T L2.1 ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER WATER IN THE I RIG TION ESIGN PLAN. WESTERN MUNICIPAL WATER DISTRICT (WMWD) F IRRIGATION TES - SEE SHEET L2.2 02-0�-2o,s 14205 MERIDIAN PARKWAY FO IR I ATION CALCULATIONS - SEE SHEET L2.3 NOTE: JAMES J. RI GE, LAND APE ARCHITECT RLA#2809 DATE RIVERSIDE, CA FOR IRRIGATION TAILS ® SEE SHEETS L3. 1 - L3.5 % 9 THE DESIGN ACCURACY ®AND ONS FIGURESAREITH OF THEPROJECT AS NSIBILITY OF THELDES THE (951) 571-7100 FOR LANDSCAPE SPECIFICATIONS S SHEETS L6. 1 ® L6. O 1 O �O 40 60 LIMITED ETOLCOMPLIANCE WITH ANDSCAPE �RECYCLED WATER REGUCT, PLAN CHECK ILATORY REQUIREMENTS.CES BY WILL Don't Dig...Until You Call U.S.A. Toll Free �` WESTERN ATEDISTRICT MERIDIAN Pl 0 OSHEET NO. 811 , C, J11� ° �/ VAN BUREN BOULEVARD PHASE II f®r t � location #ao� �t�buried --. I .... �� L1 . 51,11,11--- --v,...�::: I ,...:.......�� ___.... .� . .. ..........DAG& . ......,....., I I—' I ................'...... I� .... .d.-... ,: ��:..._.:..d.:%. Don't disrupt 1 8 '41 RE3EARfH DR Vitt 10/21%1r6' SUITE 200 14�20� ERI®SAN PARKWAY STERNAN IRRIGATION L (Date) IRVINE p(A 9261'S 1PAL11 dP� E p/3®I®r MNWD SUBMISSION 10.21.16 RIVERSIDE, �A. OF XX SHTS TWO Wag= 9J� 449.387.1323 DAYS DIG ® , Cate\ C ` MJPA REVIEW 09.09.16 DISTRICT ° 679+50 0 `�' DW NO.: RI'OGELAXOM MARK DATE (951)571--7100 (BUS) (951)571-0590 (FAY() . a/ �.> - : . ---. u I I . - � I : , ,. _ ,% z. ] %' s j 3 . 1_1 i! i r� 11 I • , ._ ...... ':a,:� .. I__ -___-.._ ...... _r, E_.__._- - __ _. ._ - - _..... �_ - .. ..,,__.. ...... . .. _ ._ __....... .......,... _-...._ ..._....- ,.._ .. _ , ., .. --- �, . i k r, 3 ",- i /t i, ,. \ i i r r `.'. E 'i `' l t E 3 t t� r r r . . : r r . r 11' 1 • / i /t : ,s i o `. : 1 t r' E , �. ,.! A , tP" r --2< t'.. r r -r `, rY . Y Y r r k :, f .., t / l ! '.< v: r "'i.f t , , `..1` - t {Y rx' a",Y /- y y l Y":g,,.; ,; , , f , ;' f ,y '. 'i i yr ), i 1 .:.f .,�, l -i i" �,. l_ STA. 684+75 to 693+50 . > ..x 'y , '..r : :, E r,, ;., ....._......._,.._ 1` 1. a _„� ; y✓y>•.` <fet: - : 1< ,: ,, f % ° * € .k- l'r- ,.r �, '``� -i 1,..: { -1 t, ,r 't Yr r";sz,r',, t r F- y - % /% ,, r , .,. , .:�.�..!_......- ,, : r ,L, r �-__,L_-,...,__ -1,-m .... .............. i ._-.-.--- , E � r 1 � I rf ": r r ' r 2 i ................�,.-- r r' r v t { .--__,,.. ',......, , IRRIGATION CONSTRUCTION (n� N4./TE r " / , zr .:::..»t-'� 1 , t ,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,, __-, '"" ___._-___�......._-_. ..................... ......_--_. __..__ _.._.._. ..............................................................___-_,-,�-__�_.____.___.. __...w..�_. .. ..... .._ !r ,w ,,i to '��,::: ..... w:_._._.,__. , ,; i 17 _..,_. . ® .._,_,,.._�».____,_�.............................. ...., ....-._.. __ _ - STUB-OUT NOTE: 1 f 1 -:7 I '. ;: E _. -w- ............................ „__ _,,,, _-_-�� __..__ W,,: ...................... ...,,,,. .-,,,_--_-- CONTRACTOR SHALL PROVIDE ® : : , 1,1 , 1i': 1, _..................... _ ___:W____.,._ ...... . ........ _._ ..f.:. ..__ .__,.. .-. I E IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES LSI ;'f - -.__-_ I'll _....,_�__-- __ _._- .._ .. _- --- -_ ____.....___.... . ........ ........ . i ,il Q l a ;;i i i i I I I � I I I I I I I I NTS THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS . '; YMamma CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN AE .,;',. - : ;; ; i 3 ' i j RECTANGULAR PLASTIC VALVE BOX CONTRACTOR SHALL VERIFY EXACT STUB OUT LOCATION I ® I. 1. ;} __. _..- .._. _ _ ....................... .....__,.......----_- __ _,_ _,.__~ IN FIELD WITH N1JPA S AUTHORIZED REPRESENTATIVE PRIOR TO W lz � i r i :E! ;';; COMMENCINGWORK. _._i,._.-. ........ ....,-..�,.-.......-...r j i i 1 y�� ,.....-� ._ € :l` ..............I.... ......... .....,,_ .- _--�__ __.__.�.... __. - W _-.....__..,. ___.__ _.. „� t°) ,. i f{ ;i, , FFSET NOTE: i sl ............. _ -_,._,_ ....................... . .. .....,-._ : ' 0 ® ® ' ; NT TO PAVING S ;l: -,.�, ,r NG , . � , Z f:f f}} �, i ' ~�, POP-UP HEADS ADJACENT P V HALL BE INSTALLED 24" INCHES FROM ANY ,., \ ; >? 3 i.i NON-PERMEABLE SURFACE TO AVOID ANY OVER-SPRAY, PER STATE AB1881. F- { . � ,y , , 'k , i,i ,. „ -------~------_____.._� - -, ,,,,,,,,,,,,,,, ,, ,,,,,, __ ___-. _.-_-- Lv -- - h \1. 7ff i �t i,i M >_ � 1_3 w- i _... _..__...., _..... ._...,._.. ..._...... ... ...._ hill m... , .. i _ -. _.._..,Ai t ;'� ................. ... ' { i ii i~ i_r_ ;<, _W __,,.-.._. __.-_,-__VAN __ _ co IRRIGATION PIPE AND EQUIPMENT LOCATION, t ,! ® ! jj 1{,' ;;, - NOTES }, 0 j „1 i i Ili hi , ? i i t' t, iii p j ,f: fr'}' ;13. 'i`i':iLLJ 1. CATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR ALL IRR 1= _jLLJ lil , DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO Q m �" }f' i :il % IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. I: -,. .i_ _ _�__ .,.__~._ ~__,,,,,- ` _..r,...,_ .......-1._u„_,,, ".__ 2X 1 GPM 30 Ir, _. _ ,,,... y _ --- PSILO r, " 11 - .. .........."I.. ..... _.,,-W�...-,_,,,_---......................... ....... _ t: - i N' W ;tj MW DR <. 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC t} 2100 .73 A.R. : r `._, �ry r;.rq. �'✓ .....r" ;'2,Yc�..n r: '"?f,; `f 1( ,t?(t •,.-.,._... ". i�: ..,.,,_,.--,.-.,M,.__ ~.._ _._-_...,_....._ ._"'_--..._...._. .. t l?. ;.'3 k},` ,;k"r< f+,,, <....e x,r rr i .. ................:.M.,,....... ,~_u.,_„-„_.. W_ • ' >:.:a .:r i:.y?5 3: etos.:L ry t;r: ,. :,_,�>...................»,,..�<.:....:,.,..._.v::. t t f '' '°i :E 1 i- ' i I:,. {t t i _r ... :, "� ........: . ...._,,........-.,.... --- i _-_,_-,....._..,...,,--- _, 1.,.,'-, AN ill MATE. THE LANDSCAPE CONTRACTOR LL KE ALL I . .. r „ .._,.,.:,. ;} . _,. ..., ~ ...._ », :.:. ' 1 .-. _. ,__j t{I ,. � ~,»....:-_., , . \u< APPURTENOANICE LOCATION FOR REVIEW AND APPROVAL FINAL LOCATION IRRIGATION IEOXACT /y 1 ,.,:: , : i'.I 'ti q -W-'" :r: I, i i - 2" - - - ® ® - - - ® � POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY M.J.P.A.'S ,,,,.f.i..i...... ;.f F,f.. ..... ...,. »,., - ..............a -........,-._ ,,...... _„. e; ~ . _ ® � ® � 2° - i ,. t t .,, _.�...;.. ,.,._.., ,,:....�..:,....,. ».; : ,...:.._ ._......_-,. C' .............. ............... ........__.. ,. ___.-. .,...._ _.. .............. ............. _ W., ,� 1 ,k J _,_ ....... AUTHORIZED REPRESENTATIVE.,,,>:, ?. s,. __- E MINOR MODIFICATIONS < r Y _... .............. N S O F AL , , r a , L IRRIGATION ri ,.,. w ON APPURTENANCE ® „ s �� E I NAL I , ll >a ..~....,..__ r z,i< a . . _ . . . . _ . . _ . . _ . . _ ", _ ._ _. _ _. _ _ .- - - _ _ ., ._:,,�..- _ _ _ - _ WW.»w.._. _ ,: _..:�..::.£_ _ .: :.:::.., AS REQUESTED BY M.J.P.A. SHALL B Ili' , ,,. f ; .. ,.,. > _ . . _ _34 _ . ; . .34. . _ . _ . :_ 34 . _ _ . . _ _ . . _ . . . . _ . _ _ .". :, _ - EP / _ . .._ . _ . - .„ _ . . _ . . _ . _ COST. FAILURE ROVIDED BY THE AT NO - A __...,._. ....,.. •-_;._._........:__. ...... __ .___ _.................................� --.., .. .. ___ .__........ ... / 1 . _ _ . . - _ . . _ . . _ _ RE TO OBTAIN M J LL : s....... _.... ,___ -ri , Zf-i,,............. x t r. _ _ ....__....-. __ __ - - - -1 , - , . . . .1 - ^' 11 4" -€ - 11 4 _ . .�...... P.A.S APPROVAL PRIOR TO THE INSTALLATION SHALLCAUSE}, {J, .' ...; „} l" f. w f{':., _ . . _;.f: _ .• . . �- _ - . . _ . _ . . _ . . _ ; _ - " -'. - - - ' - - . . -r _ . . _ . . _ . . _ . , - . . _ -L` . - - THE CONTRACTOR TO MAKE OWNER DIRECTEDREVISIO 1 7 \ _ . . - _ . . _ . NAT NO CHARGE. t { �' - , , . , " z f k - -- - - - - }, - _ - - - . ,,, - 3 ... .. ... , rr{t... ,..,. .' .. v. ... ..:<., � -. �.�.:.r � .. .`ti: r- .`z'.. :.<' ,gip r .,,.a.w.a,_.., .....s k t`x z.1 F r .r'F r. <. i'- ..-.r..-,.-, ,-s. ....,£._ A.............,........n....f......,.,.,.........s:< - ... ., F R _ Fes.. _ -::ny ,: ,y f' '�, _ ,.. r -1 :11 _.... ...__,W ........._ i. �� .. _.v_ - -- � .._� fit l/iri l!} """_ r bac � >x >�_ �< �C.. ......:,.-;:_=1111_ r' Ni / t;i „r'' iii ,lll f r` ,'-----' _., .;ash,...,,.x,;:� l'--�.r 4 01-11' Ui i!l hl l`r, IRRIGATION VALVE CALLOUT I-- � Ui ffi i Ji ill o LL f l y:.........:.. .r" r r' i i i< f.. / `�Ia CONTROLLER PROGRAM ---� ® {� l ,It it1 iil r } i'tf i?; iii W ` { F ill [l # CONTROLLER LETTER/VALVE NUMBER --- Al B 1°5" -VALVE SIZE l' �,} ;t iii i3° I J ! I ' t iii ill ® -._,....-.,__: ::,.•......-._...............__,.... };,f },i r I GALLONS PER MINUTE G.P.M. --- 24 GPM 30 PSI --OPERATING PRESSURE (P.S.I.) - i '' I HYDROZONE PLANT FACTOR LW DR -°--IRRIGATION TYPE & (IE) EFFICIENCY - l's, ii'. f I Y V) ! ,. Ni - % I APPROXIMATE LINEAR FOOTAGE OF DRIP 1000' .73 A.R. SEE HYDROZONE TABLE C� C PI., IN i !I' W `r TUBING OR QUANTITY OF SPRAY HEADS. APPLICATION RATE IN INCHES PER HOUR ;} i.i l S - ___,,,.,.,..__ _,,,,,...._..__-.. ,I iii " iii iii r7f •t l' � �� 0 &'11� ( ,i ill iii", - TE LiJ r f ' ........ .. ....... ............... ............._._ .,,.,,.,,...,».. ....................-............. / r ,r ,... ?,w ,,..,.,,f_l4f. ......... ... ..............r.a ^: 1 ''. , }} lli i. iii -L ,' '� { ._ - i+. ' ' : w......, _........_._, _._„_„»__ ............. ...... ... ._.-......_ __ �_ .., I , _._._.-._„i ;;, 'i i _ ......_._.....-,_._......,.__....,,._._....".--_....... - ..................................... .....__..... ._..,...,.-..,._.._-.,_ ......... ........................._........... .......... ....-..~.--., _ ~.._,. ..... .......... ti} f,I - , ,_ - ii ` __ r,_ iii _.... ,__,. '. r CL --- ._. . _ ..._.:- ._._-.,:if} ::' __..., _._ ..._._ .,_.. .--I-~ I i ,ii r,; .. .__-' .-,-•-,* _ m-- .....--,.__...._--.-,, W.:.:..-:.:......... -1____-1,.... -_ ..,--___ ____ ........... .. ..... I........ _., _ . ..,.., .:. f•i ::; ?:! «:,a�';,,m -,„- .._ _. ._ ....... ......... ............ ._,. -,. : ,..~_,.,._. .......................... . ,_..... ..,.. .__ ._.,--------__.,---_----_._-_.-.- -._..-_ .. � _ . HYDROZONE LE < CL ,, _.. :. .1:.._, r ,,...._.., _._ ..: __..., _ ......_ _,..__ _ 1 Plant Factor Water Use -from WUCOLS - - .» ., _... , Yy. _. _.,, .._,,.__.::_..»». ::. .:.::...: ., _ _.. _ ( ) IE Irrigation Efficient ...~._,.,.b. ........-_~___..............�..:::::". _ :_ s.a-:-:::_-.< .€ (._. .,. . <v.; _ „ ...... . .... ....... . _- g V ,: :mow:--::':::::' ..r.lf,,. _W..... _ _� ... _ ....;: ' „.'_,___--.::._.. .,._„ _... .,.__...... . _»._.,.... ,. ,". Selected based on type of plants in hVdrozones: r a w, _.,,.......m._.._..........,_...._.__.._......__ -<:_.:,......... »r � :. ,::� ....._:a .. .............. ....................................... . .........„- .. ' :f-'�~ Spray .71 r , I ', r 11 ,: �;:. ~~.. . _,,. VLW= 0. -Very Low Water Use Plants = 75 - "-',, 1 Spr y . �.-,W........ --. _-........ ........ .__. � RT - ....._-,..__. _---._--_. ....... __: r,' I LW = 0.1 -0.3 - Low Water Use Plants 7 MS Micro a ` ,. :-i .1 _,, - _ - - ants - ,_.,. , 85 MW Rotor I € 0 4 0 6 Moderate Water Use PI BB Bubbler .85 i 11`<r5 I , i ,_ . , -. HW = 0.7 -0.9 - High Water Use Plants = Drip .81 _: ! _ ...,.-� ........_' ,_,,,,-, ,Y,,,, ._ _,,,,,,,- _.,,,., E , i i'_,. z.,..,.r .u__..,. _.w....,... ............. ... ,_-,. _....-_ ,..-........ _..... .... ___-.-,,.. __�-,. 1. .... j € �� i 1 r ; t IRRIGATION NOTA CALLOUT _ '- A 1 A r-%IN A 11 R Y C1�-r'a Pod',?�"' I 3 IRRIGATION CONSTRUCTION - 1 CALLOUT NUMBER. I--P.O.C. AND CONTROLLER .,.»_..__ ._._ CALLOUT NUMBER, -,.. w, , i ._.._., �. ...... -...... ....._ ....... __ ., -,,. _.--__.. __,... ___. ..._......,._._......... .. ....... ....._�_..-__ __.......-_-_. ..._ .._.. _ .. ..........�_.„.„� ,...-._...� >':�, , __ .-- ....._ ," -...._-__._.. .....__ .. ,_.__. ' „ _„_ _.. ....... ....... ........ ,., -- _---.. :yc. ! ....... ..... ,...,..-,_ -- .. _...... ._-_._......___ _... l4 , / El � - y _. T ...., ... -.-„ -...._. .--�,_ .... ....... ........_ ..,-.,,-.... 1 _ l � " j .,,. _ ...... y _,_ i 41 21/2 r _ ...... _. _,, _ `J ,.__..w �....... > � - -,...�..........__......... ....... .._ ...-- .._.... - , 1 1111 __..___._ 'r / EXISTING MAINLINE, PROTECT IN PLACE. __. _._....._ . ,_. _......._. .. -_:....'_ . . k___....:__...... _r......._,_ ... ...., .. ___....... _ _ -..__,....- .............�,,_ _-._~,..... .......................... _,. ,, WATER PURVEYOR ;,..-, __1_.____11I,/ i li I. , ,..: , :' ... ........................... . _..... -----___ -_-_,_,_ .,,,,,-,.,,,, ,,,,,_-_- ,,,-------- _- __-- _- . .......,_.VERIFY EXACT LOCATION IN FIELD. __-__v. . _,.,_ „a " f .. ..- _ i W.- ... . ._ __... l __ ...... w,,, .�,,._ ..~~_ ._ .,,,�,,,,,_,_......!......_.,.. :..::_...:._ _ : ....-.w....... __ __ v.... :..�_... _ . _,,,, __ 11. WESTERN MUNICIPAL WATER DISTRICT W M W D ....~....,...._,._..._,.,, ......................./- _....... .,.._.._.......,......... -, P,:�:..... _-.-...�.......-.-_.,_.. \ I I �" _..... _ . .... ....... .. ... . ... ....... - - ..� ` d,.. __.. ...__......_.. PARKWAY _____ ___._ _ _ ....,-_ ... __-�__,-_ _ ___�..... ........ MEM �,, DE, CA tr_ W.___._... __.........._ _--__ _ ..�......... ., RIVERSIDE, , \ ,\ (9 1) 1-7100 _ MAINLINE AND VALVE LOCATIONS ARE SHOWN = = WITHIN PAVING FOR DRAWING CLARITY ONLY. \ N VERIFY EXACT LOCATION IN FIELD PRIOR TO 11, m' . rn INSTALLATION. REFER TO IRRIGATION PIPE AND STATEMENT OF COMPLIANCE rn m \ EQUIPMENT LOCATION NOTES11 I . "",,�,� VAN BUREN Bu"U' LEVARD M LM I rn - I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE __:j ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF \�' X4 D 1°5" ''� _11, X5 D 1°5" \' i WATER IN THE IRRIG TION ESIGN PLAN. 21 GPM 30 PSI `' 20 GPM 30 PSI \' \ MW DR \ MW DR \ a2-o�-2o�s " " \11.. 2100' .73 A.R. °`\\ 2MW .73 A.R. \.." LO X2 D 1.5 X3 D 1.5 �. ', _................ .. t --.. 26 GPM 30 PSI 21 GPM 30 PSI \11 , \ JAMES J. RI GE, LAND APE ARCHITECT RLA#2809 DATE _,,._.__ __. ._.~ . ....� v.._� ,.. l - MW 6B MWS DR ',, -- - - - ® ® � ® ...® � 2° __.___1.._1__�., .� ® .. __r._-.. __,,,,,,, \u € .., _.--_._ .__ ._,. ., 56 E.A. 2.1 A R 2100 .73 A.RCIO . 2" it 2 „__ P �. / - „ ,- ,, .. _. , , r ,... � : :: , . ..,.. , ., � ,,, . .:' F:<: it 2 :r.,.» .® ,.-I ..........3•-..3-,sr_.s _ .. �-3s ,.-a__.__ r- :3... ..:� ,._ ` ': .:.�..<Y :: ,- -7 �r'f: °:,;r - o� ".- .,;._cc .L......ate, _ - _. _ . , _ - - _ _ - _..- _ _ - _,. .- .,.-, .` .-_ - .ug _ r 3- ,;:'a. £" .11 wqll IN , '-ter r�.' - . . _ _ . . _ . . _ _ FM . _ , . _ , . _ �� ' - ® ® ^ :<:.y . . r gym'°',. --,=r -s,-"'-,'k,.c .,. .,t -!', - \_.. _ _ _ _ _ _ _ \ - - _ _ _ . , _ - _ _ _ _\ _ _ _ _ _ _ _ _ _ . 2 ® .� -- m <ta. -•-^ krt3 ka r <,f, _ _ _ `~- ' w_. - - »_� - - - (� . ` � _ . . _ . . - - _ - w _ - - l4 . . . . i { 4 - 34 / 4 i r _ . - 1't ». a 4 .....,_ 3 4' ::x.. - - �' _ `_.. .112° . _ . . _ - - (_ - _ . . _ . . _ ... - _ . 112 , _ - _ _ . . _ - _ .(01' 7 \ I N&L-_11", _ . �._. _... 114 _ 11 I I• _ . - - - . . _ . . _ . . _ . . _ . . _ / 4. . . _ . . _ . . _ . . _ .11/2 �- . . _ . . _ . . _ . . _ . . _ _ . - - . . _ . . _ . . - - '_- - . . _ _ . . _ _ . - _ . . - . - - - - - ? wLL 7-- .. - - l� _ 4J -- r. ., o. . . .,. __ - u F __. „ ¢ >..., »L,u„W,».:<oo...,, --'@;.,._„�._, ':............... ....... «z.,,..._..,< .., t.,.. ..:..,.A, d.._�-. f_.__.. " ✓" a'r ,4'- -rf �8,.:;.k- �.,L ,,t, `,3'n.:rt:._. _. e:3>. f f ji' i i I1 -r / ' . i ' ! % I I i /<< "LMMOMl. " �'` i I I i /now I %: r I I I I,F I I i l i/ r`r° F IRRIGATION L C N® - SEE SHEET L2. 1 --",) FOR IRRIGATION TES - SEE SHEET L2.2 FOR IRRIGATION CALCULATI NS - SEE SKEET L2. NOTE: F IRRIGATION TAI LS EE SLEETS L3. 1 1 - L.3.5 THE DESIGN AND CONSTRUCTABILITY OF HE PROJECT AS WELL AS THE �°-� ACCURACY OF HE FIGURES ARE HE RESPONSIBILITY OF HE DESIGN ENGINEF LANDSCAPE - SEE SHEETS L6.1 - L6. � 1 ® 20 40 60 LIMITED ETOLCOMPL COMPLIANCE WI HANDSCAPE �RECYCLED WATER REGUCT. PLAN CHECK ILATORY REQUUII.RWILL EMENTBS. Don't Dig...Until You Call U.S.A. Toll Free 811 ESTER MUNICIPAL ATEA DISTRICT MERIDIAN PW00 SHEET NO. VAN RUREN BOULEVARD PHASE II for the location mu. #asp 10 of buried utiiity I I` 1. Don't pt (s ®ter �° 8841 RESEARCH' 0R :::: �;.r.::.�,:::.:;:��:::::��:�:�-�:�:�:�:�.,:i��i!ii��i�%�%%I Li . 6 10/21/16 SUITE 200 (Date) s�, o5i31/1� IRVINE'•CA 92618 142 MERIDIAN PARKWAY STERN ®� �YS BUM YOU [NoJ Exp. hate 949.3$2.1323 MNWD SUBMISSION 10.21.16 M NI IPAL �" CALVE® MJPA REVIEW 09.09.16 RIVERSIDE, �A• X251 d !��- OF XX SHTS RIi1GELA.00h9 MARK DATE DWG N .: (951)571-71 (BUS)A (951)571° 0590 (FAX) . 2/a9 ., , _ - - 1:1 r _ D- CL a- - a r _,_...-._ 11...1.1_. ..___...... __......_Y.... . .......%'....._ ..._ _. .._..�........_.Y....._.�........_�.._�11 _ 1-*__-__....--___......___......_ _. _ .._- _111 1 . _ .... W.......- 1111.__.....__....__1111. _ ; _ I w....._ 1111..__1111.. �..... __.,.... _Y.....__.�......__w. ..___....._ti _ . ....._� "-_-......_ ......., 1111. �.........._- . ..._... ,.. . .. _ .. __1111... r...,.._- 1111. ,_ .....-1111.._. ..___ ...__ ...._...,.....__ __.. uW.. __....._._.�..._:_ .. _. _ . ;' / i' �. 1111.. . - ,. _ _ _1111.__ 1111 _1111.. 1111 � 1111._ I i ___111__1. __, _�.... _ . _.............. ........_.... __.........._1111 P- _1111.,_. .. ..... ... _1111 w` n _., W..._.:. :_. __...__.....__....... ,�..,___�.,..�.w..___. .: _11_1.1 �........_. „ __111_1 11__11. _1.11.1 1111 _ ...m-1111.,. ....__ 1111._-_1111.._, _ I- ....1111._.. w....__,... . W. __ .. _1.111..._ 1111-_1111..._ `` NUFM _.. Z W ,. , -, _... _ , _ �,. f I— \. _ _ _; IRRIGATION CONSTRUCTION NOTES v .. . �� - " \ \ I ,� 1 sTuB-®u°tNOTE: W 0 ,."� \ \\ 1117 \ CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AND SPARE CONTROL WIRES Zp \ 1. AT THIS APPROXIMATE LOCATION FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS \Fn N ', '.... \.. \ Uj °j CONNECTION. CONTRACTOR SHALL INSTALL SAID STUB-OUT AND WIRES WITHIN A (!7 \ \ \, RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY EXACT STUB-OUT LOCATION � \ \ IN FIELD WITH MJPA'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. < i \ \ ® �,, � ,..\ .. 2 PAVING OFFSET NOTE: �. , VAN \ Ljj POP-UP HEADS ADJACENT TO PAVING SHALL BE INSTALLED 24 INCHES FROM ANY � + 'll `"'. \ i NON-PERMEABLE SURFACE TO AVOID ANY OVER-SPRAY, PER STATE AB1881. � 07 \ 1. Lai1. \ \ M J� \ , , , „ ................................_,�,...,. W_.,,,. _„ ._............. 1111:1111_-- ._:...._._,.._ -- "---- `_'---,."......,_...,... ..,,,... (� 3. ................... ,.,,....._ - 1111-11:11 ......... .......m..--...-._.. H._.,..._y.....,..,�.. ...................,,.. .. 11.1.1."-._�,.,,.__.,.-1.1_1__1,., �............w.,...W,...,... �'' 1111 �01 -`1 " ... -. -,-",--"""""-..1--l.----,-, . . (J ............................................_...,......._._\ ,...,.,,....�..,....,.._,- .. ........,..-_...,,,...«......,__._,_.....,..,,,_.,.,,,,____._,,,,...,,-..,.,.,,.,.�,�.,. ......_-...,_..-.__.-...-_......».,,.,,.,,.----......,.,.........,,....._ _1111. k� r eJ O - IRRIGATIORI PIPE AND a iy s r-> r.,. .,,.�. --. .,. ,, :,r�-a,�. 1111. -Y-r r -,1:111 EQUIPMENT n 1111. ., ♦ < S .. .L ./ . . > r ..1 ,. , .: i i -:'> t.. ,: ,.:. : 7 .� ..{. .x..,..a,-... t .> 1111..,5- f . .+ ,. -, ..W. < .. ... .Y r .. -..< .. `-2 _ .. , < ., r s fi , -..r..-<....� , ,,:: ..v n.. v 1111...-. ... 11:11 .� < „ ., , .. r.- i, -, x. ....r 1. ., .,. , .-:, -�..,.- "f':� -ri'. _ _ o , ,.- _. _ - t,c• ...s o ., r. , 1111' .. ,?-- -- - _ - v , ,- -- .. _s ,. .,f ,. .. i -. .mow 1111 ... ._ ,'' _, vr...^ L 3:: -r- _ .. .> _ r.. , 1111 .. .. r. r -. .- ,-. s W9 .. _ :n.. r ^C'1111. ,. .. .,,:...4 r ..._ 1111.r... 1111 .. r .. $ \ a - .., .. ,. r u 1111 ... ". ..,. .. .,a ... yr .> .: / �� 1111 ./ Y ... r .. ... f c , r ,a L,r 1111, _. ... „ .. r .y'.. .. r , ,. _.- ,. � 1111_ ._. ,. .- .-. , .,a .rY ... ., r .. ,., ..r .. .>J : ... ,- .. -, _ .-� 1111 1111 .. , ..,t.: -. ./ �. r.. �� ..-, ,. '>,._ ;1{:"� :+3-^--t,�'>. :T :.n'--+'- _ . ., ,. ...� �l ... , s. ,, 1111 .. , -1-111. � .. 1111. .., i_ > . ., x r ..: :. ., ., 1111. F ,. 1111_. c ,.,.5, t � .. ,.-_c ... ,.,� 1111 '� ,,:: ..Y "-'ia, _ w ,7Y, 1111 .., .. r ._ , .�.r .. .. -, .0 1111 r '� r :, 1111 o- -Sr ., .. _ ... 2 , rf .. /. ... ... Y. ., ,,,. ,w... _ ,. 1111: , : r .. /.. ':"S:,`a -S . . _ .. z .^ F ,r,., � ,. a s 1111 ., � , ,. �x' _3' -,- . . _ .., .. �; 3,..... .., ._. v-� .. .. ., .. : ,. r _..,>� r 1111.. ,.- .Gx r- 3 4 . . _ , , � ..�� ,,, �3 .� ... � 3 ,. , 1111... > 1111.. : , ...r . .,:_ <, z s �. � r� ., .. � ... ... ._..:-. _,l „_.W ..- .. .. r .- .., 1111 ,. > .. , ... .. .. r. �- ..� ',. .� r r:- ... .. .. .. . 1111. _ �Y . .. .. :. -,r „...r _. <. x 3 t :-,^"`3�- �'r 1111 _ ,.„ :�w r ,. .. u. :_ ,. ._ : : „ .. 1111 3 ,.. .., ,. .,....z, .. .., t .. : � : , .. 5 :��i. P �: -,f'"�: ,�-7rs� "w• .f"1. s. s- t i� , .. .. 1111.�_ .. 1111._ ......_.. .. ,,, > � ,,,,.,.r ,. ..:. .. S .> r 11:-11 ,,. .. ,.1111. .. 1111 -,. ->` ..Y ^i :f f' .. _ 1111.. A ..._ ...�.,».. , ,. ,:, , ... ., ,_,. ., 1111 ,. ('.. / .:, ,1111 .Y<3..` 3. 1111 : ...: �. ....*, .. ry ,� >.., �„r" .��. .. ., c- .. ..._ ...:.....�..., +1111�.>a .. ,e .-1111 4" .- , :, .Y . .. �..;Mv, x... 1111. ',� ,-/,, 1111.1` ,... ... 1111,u ... ., : 1111,... ._..,_ .. .-. ...�..>� ., r 1111.. f } �/��f .. r 1111 _.:.,__.3.w_s� �4,c�S+,'� 4�' ... _ v 111_1.-_ , >,_ , :. ..-.. i '�9. 1 , \ �y, '$� */ _. .. 1111 .... .�_. } r� .. , �,.- �_.. y,� .).. : ..:. ,r ,. v ,.<: / >�� .7 k-Y _ _ .. _-......� .......:.._ ... F � ,.. 1111.., ,- , G,.�., `f o, r.. , 4 ",,. ,.-. i �f a_.., _ - ... ..�- `c� 1111.,. 1:111... 1111 ,. s , ,. .. 1111.. ,. :,., ..: r ,. .. ..: :'3`. _ ._ .N, ,._. ........t.:.....0 -_ [, „ 1111-, _ -... (....l,r< ^ .,. ,. .. .., �t... ! -�..<, :l .'�.,r^r ..1, C . 11,, _. c...................,,,..�_,. 11_11 : :r ... .-" ... .. 1111... .'3..1 ) J g C,. ,<. .- 1111. .. �. ..v ... F , r < ._. ,- ,� 1111 1111. ,., :111::1.. v. ;. ". _ -;- i ..,. ., r >... .. -mss.` ._.....5.:.. ;-*� - :.i. ..,�' ��: -, ., 1111. 1111 .. � 1111. ,c- ,. ... :. .., srC 1111 _.: -.'.. "+.,r.:,., :. .,.: ::--�. ... > ... ., .x_ 11_11. - - r........t.... 1111. --v.,.S._.- .: .... S-- 1111 1,. ,. ((,..,. < � , - -.' ..T ,J.. -. �:': ... ham,... r 1111.:_. - -.., 1111;- 1111.« .. .v � .. .s, /^. nY .. .., :._;.1111,:�.:f. �. .�_ r3 ..: .... ......._.... �.,x,..-1111.-„r,..,, _ .....,.....,o.s. •.'A:r:. ," , .._ r ,„. - > _ 1111 \.. , ,. . ., a _ S. :.Y :.. s -: i ., t .. ... _ ,........'.'a,......... ....x.,_s.......u._»,,.,..... :..._.s,..u�..:...<.,c::.,F..:,�.:c..:...,,..:.:.r -�:�.0�i+ e. i-1111>.> .w.. ti .:._:: ,__ ,.-...,k_y,. . 1111 _ :_1111.< 1111. ._ ._. �, / ' z. _1111- �� _. 1111... _ <,.,- ;. :_ a � W __ 1. ALL IRRIGATION EQUIPMENT LaJ _ '� N«w. 4_W_,. ,.. ..._.. .... m..... \� -,<.: _ SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR �I , i - _ _... ._ _... .. _.. - - 3_ (- .,.-.: '. :11:1:::1:.. ............. .,� i - _ - -- __ _ DRAWING CLARITY ONLY t�' .. , ,: , .... -.. "_w _11__11. ,,._..,4__ ,,_,......,_ .,, .............. _..-........./ ....___.. ....m_,,_ _._......_,. _„ -.Y_.,, f.............. 11.11_/. ___-1111__ _....___ S _ _W i _..._ -_ __. ED WITHIN LANDSCAPED AREA. NO y -, EQUIPMENT SHALL BE INSTALL w ...... ..x......... ............._ - --...---..__ ...._.�,w_ .. . ..-,u.,r. ALL EQUIP .,,:.�,' �.,, , l ::>::<;: ...,M_.w ._,_...,_..,. 1111 ............._ ...--_1111 - ,.,.W_.., .. 1111... r:.:r_. - _ _1_111..-_. `r.. _ ,. IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. � � �...� 1 s 1111__ ..�,. wy.. . .............. ...... � .. ,- :�= cn _ r I , �` :'' rF` r i r 2. MAINLINE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC W I / r' / r �r ,' AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION /" !` APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT //` `' '/"r _I POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED 8Y M.J.P.A.S '' AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE 0 2E I no= rr f.. / / O AS REQUESTED BY M.J.P.A. SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL i !` I I11 ! r I I I v rl 1 I I ' , {_ COST. FAILURE TO OBTAIN M.J.P.A.'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. J < _I F- Q! C) � is IRRIGATION VALVE CALLOUT „ Y 1. V) z CC � 11 y ®� , r riot t" rf ,� �} r� ��. t, �� : .°, g CONTROLLER PR LLJU �� T� CONTROL LETTER/VALVE NUMBER VALVE SIZE %1 - , , " `_ 1111.. 1111.- �_ _ 1111.. ... ........... 11.11. �`" � 1 � 3 LER LETT . ... ®1111.. � ® it .. , ,.:. -- ,- - _1111 � ___... _._. f ,,. �. _" p ® \ ' \. f ® � m -- ® ® ® � ® �.... -� -- ®. �... _...._.... ..__ _... _ _......_... GALLONS PER MINUTE G.P.M. _�. " __-` 3° ,� -- 241 GPM 30 PSI -OPERATING PRESSURE (P.S.I.) \ f f`, ...................�.::...__...._........_1___., f�i t ma �__. •_,-... : . �° _ _..._ ___ EFFICIENCY- .. t HYDROZONE PLANT FACTOR W.... ....................... _ e - _.. _1111._.- .. LW DR - _..........._...._____1 _v.._ .W . _- _ _ _ �__.._ w_..W. _-_.__ __.___. , -..._ f APPROXIMATE LINEAR FOOTAGE OF DRIP --� 1000' .73 A.R. ~SEEIGAT p Q ..u.. .w _ HYDROZONE TABLE Lai _. ," 1. `' ,,,t - -- - -- _. ____ _. W_ 1111 ........ _ .. __.._ TUBING OR QUANTITY OF SPRAY HEADS. L_ APPLICATION RATE IN INCHES PER _ _. _..... ....................................... ....... s"m __._1 111.................................. A R HOUR ® (� _ _ ... _ _ ___. ..:.. ......_1111. - _.._ ._._�._. ._ -I CJ - _ .. _.. -_....� .- .__ .i, ... .......... .--- - ... 11 I LLj ;' __...- (J _._..':.,i_ _ 'l f...-... s f ,.. XISTING MAINLINE, PROTECT IN PLACE...... f _. Z �° :. ..... f. _ _ _- .._ _.W... 1111 ........................ _......___ .... - �_ ILL ® f- _1111 - _ _ VERIFY EXACT LOCATION IN FIELD __1111..- _ �' _ _ ._ C� __....__._... ;i _.. _,. --1111... ... ,, _-.. 1111_ ,, .. _ ............ _ -_. , �1 _ _Wk " -"Y. ;. _-1111; „ . HYDROZONE TABLE _l __ T;t 1111_._.- ;;: _ __ <, !` { .�_ t t _1111... r a, s I _1111... , � _. ........... _,-- _____ _ :: _ -.. ,. UJI CLQ r _.. W_ ;, y __.. .__ _..,_ ............ .........-_ ..._1111. ._ : rY»_., y.. _._ _._ 1,xF _. .w _.-1111 ry 111:1. ,�....._ '.. !�. �v .. I i I ---,- - ... 1_111..__.1111.",..:::,.^;. % � I ; 101Mwm= _, _.. _. _ _ om WUCOLS IE Irrigation Efficiency ..... ......... :;: 3 __.. Selected b r _�__, :__111.1. .-___... n type of plants in h y drozones: 1111 _1111. ... 1111:: , , ,a -" _.._ _.-,..W_.. ___1111 iY u�. WW_ r"' 1111 ........... 1111..... 1111... - 1111.. 3 ... _____" .� - 1111.__ a ......................... ......................... � ,,.:.,� _.. --- 1111_ _............ - ,. ......................... ......................... ....................... � '� ..�.e.. ...____._......__ _.._.__ _._......_.__. _ _1111... __ _ _,_ ._� _,� '.�. �_.. _..,W_._ 1....... „.,". _...__......_ .......... SP Spray .71 .� .-�1111..._ ._. ......�_.. ,, _ .. : , _1111.. _ ..... _ .. VLW = T _.. ..... .......:.. ... 1111_H.... . 1111,_ -V Low Water Use Plants _.. .. ...... \ .., ..._ _.. . 111;:::1 .. ... _.......... ........ _. .. _.- Very MS = Micro Spray .7 . O . - _... _.11.11 .._ __... ..._.. _ - Low Water Use Plants Y 5 _-.. _.._.._._...._..,.W., _.._ _.- ., _._ . . _1111. = 75 ._, _.. . 2a ..,� _ - - Plants „11.11 - - , __ _.. _._. - 8 1.11.1.. �. 1111..._ _1111.._ _... __ .- _ _ MW Bubbler .85 5 _. -___ _�__ _. ......:1.11......:.:::1:. -11:.__ ___.-- -� -„� 1111. ..................... ...... ; ,r U _ _.. .., __.., 1.....111. ... ....._ HW= 0.7 -0.9- H oh Water Use :., _. ._ .. M . Use P 1111 : y. .t - -' :r m .r--,�` �� e an s = Drip .81 _. B B ' I �:f i r - ____1.. n m .` ' VAN _ __ DR _. g Plants -11 i rn r .`.., I_, \.,. I .,._..�ww�..�__-, �, � 1 -" CAL LO U T - 1111. Xs D „ ' IRRIGATION NOTE �, \, 22 GPM 30 PSI 3 .,. t # ' X7 D 1.5 IRRIGATION CONSTRUCTION I 3 ._ �� " � 22 0' 73 24GPMM 30 DD SI cALLouT NUMBER. 11.11_ ._._ DR �., . 1 ,� .,.,,_ 11_11",.._ - , ,,,..,._,,.,. v. .E , A.R. 4S E.A. __1111.. ," ., -" ..� ��_._.......__. .,,,._. .,W.........,"-._� _ _. _ ;_,1111._ : __. _ _.. _,., t) , _._.-1.1_1.1.,____..W.�..__-_��.._�........-_........__�,-.__,: _......"_..,_wW.r,......_.....�.__._..,,_� % CONTROLLER 1-1:11; 1111_____,- ....,...r... 1:.1 -.___ _,_,, .., .........m._.....r- ...._11_1 _. _...�.............. "-... __1111_. _ . P.O.C.POCAND ® ®. .® m.,... u__. % . ,. _ww_ _1111 » �._.W.............._. _ ,w.__r.........__.,. m..._ �� '1" ® ate - - - - - - '- � � _'__.�. .� „� . . _ CALLOUT NUMBER. _, � a� �!'sr„t. ...E r ,� Pt, , t r. ,. r`'. ,vv. '... .- ... r ,.. . .- ". . :. ., L>i.l .. ,, > ,-,-r 1111_,......:.-w---- .. .r 3: .. f, e F,i�.f. :... .� .,r'., ih:.. 3,. -uqa' .d.T. i .- 1111. ,. , „ 1111... !'l., r ,. ,:< Y .. v:,. r :,y ,.-:'- ":.-.' ." .:. 1111... .:. 11 2 r ,� _ / ,>.., ,, " 3 _1111 >F. , ,, >, , ,,F r„ .. ,..' ri ._. :1111. 11 2° 1111,., ., ,.,;,r>--.-r, ((� ,. , ..,_. ., 1111 _ .. .. : ,.s ,.. .. _ ,..k , ..i ,, a":. .Y. :�9.. ,". ,.s. _t_r._ ra. �.1J ,. �:.:., .,,.. -�S ,.. t -.. s�, _ M r ,. r .�. �. ., ,.. t _ ., ., r < :, „ 5�1111.. ^ 2 ,t 1 a', � _..$........ 1111 1111...«.,�.t' ,.as Y� .Y L .,. ... ., .., _ , ,. a v, .¢f. ,✓, -:`t-:> 1111., r <..., � ,.,. ,.. <„ 1111 �..r, � �i r � .,> ... 1111-. .. ,.,< .^ .�... ., 1111.. ..: 1111... ,,.-1111..:.,,..oa..b:�`_...._,..is._ .,, _.< .- . . .,-a. . , �`�``_. b �-_-. �- � , a .,.3� x ,, , .. ....al , , , a� f r:�>.. ,, err r 11.1.1_ ,.� 1111. 1111. , t u �\>::�� ry ,. ......._....... .s...,_ v .., tee..,. f r,,. r .,, ,., r r_ ... ._.__ c .. w. _ _ _ 1111.__,rt..-w.- -"_,_ .. >> ., ., , .f.- :.t:., __.._. ,, �_�� - .�,.._-tom_. ,: v'` . . ,:,- s....,, ,� ': .. -.. �, .r: _.. y _ § .(� <.- �, ,. �,: , s-. _, 1111:,,»,: r x7 .- � mss..,. ,-- , .. >.., -. .. ... :.._,.. .. w.,. 1111 ._,3-. -., .,; ,.m,- s» ., : ... _.. 1111,,._.,..,,_.............. ..�...,.�.,...3.,. 1111., ...�....1111. , ,�„_,u>»>, _. ^<:, > _, , : w r: z �. Y.-..:w. _ _. - ,. t >` r h ..1111_ - _..."111_1, ......,.;.- eT -,_ _ ..x..- 1111._,u,.,,,,a,.,....,..... 1111 �:. .....v.1111...-.,5.$;", at wkT. !l,i }Y�, fr 6w .� r i L,�.. i �. � L-t...f, :: 1111'/ .,:. r _ _ _ _ w-- ,\'_-"- , .,-. ._- .� .._-.- .-^ .3``;`:. .-,aU,. c1,..,_fi}'%`. 111::1'",. Yw.::�,. w,-t� '$'/" C ,t .f -t. 3l .., j , _ _ _ _ _ `T -•.. _.-. _-f. _-r. -o-e _ _ 'S .v...,,::i_:1..:.._, f .. 1-111 _ _ _ , " _ _ _ . . _ . - _ _ .. f 1 .,x ,3 i,, �_ 34 - ; ' - � - . � . . _ . . ,��. . _ _ . ; _ . .�,.. . . _ . " _ _ „ ,r �_f � t '� 1111 _.-. _ . _ L _. e. , 1111 _ . . _ _ . 34 - _ 11 _ 11 _ . _ . - _ . . _ . - - _ . . _-. - ,, . 114" �v.r _ . . � . .::,- . . _1 . _ _ ,� 314 - � . _ . . _ - _ - - K,�,� 11 ;r �:.. �„ _ 1 .,_ 1 _ . . _ . . _ . . _ 1 . _ . . 11/4 . _ . . - . 114: _.... . .11L. . . . 714" . . - 114 -. - - . _......... 1111 .._. /� � ..-' . . _ . . _ . . _ . . _ . . _ . - - _ - - _ - . . _�. .�t r _ . . _ . . _ . _ _ . _ .� _ . . _ _ (� < .............. .1111._ ... ... --__ , 1111..- __..,-1111._. .,..,...�..,. Vit'.'., - - - - _ . . _ - - . . _ . . _ _ . . . . _ ,aV ; ,.? y o-... t _.. :1111-".,: -... - i-' i<€ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ a .. �1 � _ _ _ .� _ -:114".�_ _ . . _ _ . �r a- t, „t, . ....,,,_,.....4-,,:.___ r_:_.. ...,.._..... -1111. f - I . . _ _ . . - . - . . _ . - . _.�.�__,. 1111... - - - -. - - - _ z „. ..,.- - - -,._ -,., - _ - - - . , <-. ,_, , .-...' 111:1... , - -.._� _ _ C.• - - rM- 11_11 . .- --1111.._ u...�.,.,.. �.....:........ .............. _ .. ,. F, r :>.:, .,rr;-,: ^. .-. .. ,. , , 1_111 ...._.u. -.t, - - - , -.J:.-.. '._1111.. 1111.1111,... cr. lflr., ...:f.., r , -'�>:. :. 111:1.. ., .. - - - _. � -,-1111.. _..' .-1111;. . 1111 � ... ,.. :1111 .: . I� ,..^S , -. > 1111 .-:1111 ,- .. ..�, :: f. ^c � . - - ., .. r3 , f 1 ,,t 'z _ :.. �,._.. ,.- 1111...--__... :�,...«..-_... �,........ .. , ::,,. .r ..... f i .. _, v : .., .. ,,. ,- _ 1111:. r .:.^,: .. � .. F"',. -,, �E 1111- .._, ... ,......_..: - - <. 1111 --, i ,.. 3 , .. _., 4 : W _ 1_111.. 1111 . ., _.x. ,.-....,.�, _-, _ ,_. .. , r ., _. .......... 1111. ..:. .. .4 r , :. , .t .T.r .. , E w. ., r.. 1111.. 3 < w x.>.......�._..., -.. .�., .-.- .__. ,... n ,! .,. .. : s. „. •.. .h .. .r .1111 ... 111_1 .Y -v ,f;' - ,:i 1111. .......... �. } � . .> ,,,_, >-^„. .......... _.._r,....,d 1111,.._ .- .,»....,.,.,...v, i ... C.. ,., ', ..: ,e,.� ,-:.r. s ,.t 1111.. --.. � ,.. �, ,2 `. ,,f _111.1 ._. . 1111... .,.�.................. .1111 ,, t. - � � >' z WATER � 1111...... ... :w..... .,.-_,_..,,-.............�.z.......,._...._._: .,sY, ,,F f-,, t : f ., r 11_11-,.:} fi" .r, 1111 ,.r. ..t. € s'L., t , a... i_.5.... s s z :>:s - ..rpt .._-_,. Yf fw 3. S 1111 "F... f:1111. ,- S r L� r ;t r_ : 1111_ 1111 � ............e......... ........... - ,._..,,.:..., 1111. ..>....... ,1111 .r.. � '-' 1111 , r. Com_ r x ...:.:. K-r....:.. r z :«t:: r l r.....:..., " �J\� // @t d A T E R PURVEYOR l / r F f` r WESTERN MUNICIPAL WATER DISTRICT (WMWD) 1-� / . i°114205 MERIDIAN PARKWAY F_ RIVERSIDE, CA (951) 571-7100 // '. r I I I I ,, I I I I I /'I X91 I I I I I i' ; 11 > f STATEMENT OF COMPLIANCE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE _ _ .........__ , :......... _.. _....... ..... .. ._.... w......... _^_ ....... _�1.._11 �_.. _ _." _ 1111.._ 1111_ _1111.. 11_11. ._._. .1_1_11_ _1111...- _� _ ACCORDINGLY FOR THE EFFICIENT USE OF _. __. _1.1_1__1.. _"._-I_._ .. WATER I ES '„ _11__11.. _ _..._.__.... IG ..... "--_•_-.m......__..._._,_._....._111........1..... -.. _..._ _...__ .- N P LAN. - -'-_,r_ _... _1111 __. W ._____ , _ 1111... . N THE IRRIG TION RMAN -- 1111 . _._... ._...__. _.. -.-.,- _1111 r .__ ' .'.1111. " . -.. It' 02-01-2016 ,-- ..-. r JAMES J. RI GE, LAND APE ARCHITECT RLA#2809 @� DATE + 1- X� D 1.5„ �', : ,�r � (D 22 GPM 30 PSI > _ t MW DR y r : _ 2200' .73 A.R. _[__,,� , __... _ . �._„.�,_ , . _Y "_ r _,w,_,M,_.�_.........I..... _..._...__^....,..,, \, ..... ..:,w..,... : „41_41_................. W:, ............. ..1_111-_Y. , _.__ ...........................� W .............. .. 11_11.. " r , off• ®�® r... ..._.ti, ,. 1, ..�. �`v i i�, „,.._ .._ 1111 A S - 1111 ... - . _--• .. .....11 � S r, 2 .. _1111.. 11_-11. ... y t,i� fE4 £ fV s .i h5„3iY'.-:,i,J 3c5: 4 Stf - �r ��' 3f i/" 3 > ... 4 t f-6y .b:. .-- :P y+. ,5..� '..h'F .,.f l f Y ^/ - .1__ ._" _ 1 . _114- . . - - -114- . . _ . .1=_ - _ _ 1� - _ - . _ _ l." sc,: s . _ri f�73v t �s _- _ .._._ _ _ 11 I . - - - _ _ - . . _ . . _ . . _ . . _ . . .. _ w p .1 I \.. ; i � >.� ,_- . _ . _ . . _ . . _ . . - - - ......_.., .._,.._.__ ..__ :-- . . _ . . _ . _ _ 1 1 _ 1 1 _ - - - . _ .3/4° �, :::�.... _..__ ._. - r v�. d # 9, t fir, ," �^^� _ '_ _ _ . . _ . . _ . . _ a. _ . _ . . _ _ . . _ . . _ . . _ ... _ . . _ . . _ . . _ . . _ . . _ UJI _, Z.m..w_� ..:.,:. i�` - �s'y t%Y' v,f '7rY ,'r�� ` i .rt.r e - . . - - . �,. �,vq ......._. 1111... ( � J r Ls 1111,... 5,'�..._,..:_,..,-..,'�a,.. `.?"-t ,,rr }t c_ ," '. x t ,,r : 1 I "�° , 111, FOR IRRIGATION LEGEND - SEE SHEET L2. 1 v "I �°I �'' FOR IRRIGATION NOTES - SEE SHEET L2.2 .rY ^ - r FOR IRRIGATION CALCULATIONS - SEE SHEET L2.3 _ I I r ,, /. 11 -,.,/) _ NOTE: FOR IRRIGATION DETAILS SEE SLEETS L3. 1 - L3.5 THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ' .. ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN F O LANDSCAPE SPECIFICATIONS ® SEE SHEETS L6. 1 ® L�. ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE ® 1 ® 2® ® 6C) LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free 811 U � d. TE MUNICIPAL MATERDISTRICT MERIDIAN PI O&4� SHEET NO. the l ti �4'uC. #2809�0 of burity l � VAN BUREN BOULEVARD PHASE II S atur� 941 RSERCE€DR t� Pt 10/21/16 SUITE 2Op ::::::x: �i��iiii�!��!!!��!!ii!�i!��i�ii��!��Iii�iiii]i��:....%..-.,, L 1 . 7 . ) oat®) 11 s� 05/31/17 �P i�vll 'a caz � 142®5 ERI®IAN PARLAY STERN IRRIGATION L TWO WOM am �� Exp. Date 949.387.1323 MNWD SUBMISSION 10.21.16 NI If AL CA1-\F RIpGE1a1.00Prt MJPA REVIEW 09.09.16 RIVERSIDE, C . 92518 �' OF �� SHTS =EE9 rAY Dos ICT v 704+50 MARK DATE DSV Pd .• GOD 1� �. , , �., „ xv11 ., , . 11 u ., x - a- a_ r � B EXISTING EQUIPMENT IRRIGATION LEGEND IRRIGATION PIPE & WIRE LEGEND IRRIGATION TREE BUBBLER LEGEND SYMBOL MANUFACTURE / MODEL NO. / DESCRIPTIONSYMBOL MANUFACTURE/ MODEL NO. / DESCRIPTION DETAIL SHEET SYMBOL MANUFACTURE/ MODEL NO. / DESCRIPTION GPM PSI RADIUS PREC. DETAIL SHEET < RATE " " NO SYMBOL (EXISTING) CONTROLLER "X" CALSENSE CS3000, 2-WIRE 128 STATION. AS APPROVED - NON-PRESSURE LATERAL LINE, SCH. 40 (3/4"- 2") PURPLE RECYCLED WATERY, AA L3.4 RAIN BIRD - RAIN BIRD RWS-M-B-C-1402-RWS-SOCK-RWS-GRATE-P, 50 (1.0) 30 N/A 2.1 A L3.1 IZ PROTECT IN PLACE, VERIFY AND TEST FOR PROPER OPERATION. REPAIR OR REPLACE IF DAMAGED. PVC PIPE WITH WORDS RECYCLED WATER-DO NOT DRINK INSTALLED 12 BELOW GRADE. ® MINI DEEP WELL TREE BUBBLER WITH ROOT WATERING SOCK AND ~ ® ® ® ® ® CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. AS APPROVED - PRESSURE MAINLINE, CLASS 315 (2" - 3") PURPLE "RECYCLED WATER" PVC PIPE Y, AA, II L3.4 PURPLE GRATE COVER. ® - ® ® WITH WORDS "RECYCLED WATER-DO NOT DRINK" INSTALLED 18" BELOW GRADE. INSTALL WITH 3" L3.5 NOTE: SINGLE SYMBOL ON PLANS REPRESENTS TWO (2) BUBBLERS PER TREE. ® (EXISTING) IRRIGATION MAINLINE SHOWN FOR REFERENCE ONLY. PROTECT IN PLACE, REPAIR ANY DAMAGE 0 DUE TO CONSTRUCTION. VERIFY SIZE, TYPE, AND EXACT LOCATION IN FIELD. IF CONTRACTOR IS NOTABLE TO WIDE "RECYCLED WATER" METALLIC DETECTABLE WARNING TAPES. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. ® ® z 4- LOCATE EXISTING MAINLINE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MAINLINE AND MAKE ALL T. CHRISTY -TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" METALLIC BACKED J, K L3.4 NECESSARY CONNECTIONS FOR PROPER OPERATION OF NEW AND EXISTING IRRIGATION SYSTEM. UNDERGROUND WARNING TAPE. INSTALL WARNING TAPE CONTINUOUSLY ALONG MAINLINE V) (n NO SYMBOL ROUTING, ONEO 1 LOCATED IMMEDIATELY ON TOP OF MAINLINE ATTACHED EVERY 5'AND ONE 1 LU J ® L=�_€lnrvi_ ] (EXISTING) IRRIGATION SYSTEM TO BE PROTECTED IN PLACE. REPAIR OR REPLACE ANY DAMAGED EQUIPMENT. ( > DRIP IRRIGATION LEGEND Itv- C� OC LOCATED 12"ABOVE MAINLINE. < ® IRRIGATION TIE-IN CONNECTION OF NEW DRIP LINE TO EXISTING SYSTEM DRIP LINE. SYMBOL MANUFACTURE/ MODEL NO. / DESCRIPTION GPH PSI RADIUS PREC. DETAIL SHEET ® 0 O VERIFY LOCATION AND CONNECTION POINTS IN FIELD. PURPLE "RECYCLED WATER"AS SLEEVING - SCH 40 PVC PIPE WITH WORDS "RECYCLED Z, AA L3.4 RATE < WATER-DO NOT DRINK". EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE MINIMUM NETAFIM -TLHCVXR-RW-5-12, TECHLINE "HCVXR" SERIES 17mm 1- TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. - - "RECYCLED WATER" PURPLE STRIPE DRIPLINE WITH PRESSURE 0.53 30 N/A 0.64 BD, CE, L3.1 LLI m } NO SYMBOL CONTRACTOR SHALL COORDINATE ALL CONDUITS, SLEEVES,AND CABLE ROUTING WITH GENERAL Z, AA L3.4 � COMPENSATING, ANTI SIPHON CHECK VALVE AND COPPER INFUSED H- CONTRACTOR AND ANY AFFECTED ON-SITE TRADES AS REQUIRED THROUGHOUT PROJECT. ROOT INTRUSION PROTECTION EMITTERS. INSTALL DRIP TUBING @ 16" Z MAXIMUM ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. PAIGE ELECTRIC - MODEL P7354-D; 2 CONDUCTOR, #14/2 AWG., 14 GAUGE 2-WIRE CABLE. INSTALL ALL P, Q, R, L3.4 Z ® WIRE WITHIN 1-1/4" ELECTRICAL CONDUIT WITH SWEEP ELLS AT EACH "RCV" BOX AND PULL BOXES S, T, U, - - - NETAFIM - DRIP TUBING CONNECTIONS SHALL BE MADE USING TECHLINE 17mm DRIPLINE INSERT F L3.1 LOCATED AT ALL CROSSINGS. CONNECT TO CONTROLLER PER MANUFACTURER'S SPECIFICATIONS. X - - - FITTINGS. INSTALL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. Lij RAIN BIRD - RD-12, 12" POP-UP DRIP SYSTEM POP-UP FLUSH VALVE. INSTALL WITH "GPH" MODEL G L3.1 I- _j 3M -SCOTCHCAST, CONNECTOR SEALING PACK, MODEL 3570G-N, "EPDXY RESIN" WIRE SPLICE BB L3.4 #GDFN-R, SERIES "PURPLE" COMBINATION FLUSH VALVE / DRIP INDICATOR. UNO SYMBOL CONNECTORS FOR ALL 2-WIRE DECODER/RCV CONNECTIONS AND SPLICES. THE 3570G-N SEALING PACK WILL ACCOMMODATE ONE 3MTM PERFORMANCE PLUS WIRE CONNECTOR O/B +, RN+, T/R+,T/Y+ AR RAIN BIRD -ARV-050, AIR/VACUUM RELIEF VALVE. H L3.1 .®I OR ONE 3MTM ELECTRICAL SPRING AND GROUNDING CONNECTOR 312 OR 512. INSTALL PER MANUFACTURE RECOMMENDATIONS. NOTE: ALL SUB-SURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD 9" GALVANIZED WIRE STAKES, MODEL TDS-050, INSTALLED FOUR 4 FEET ON CENTER, Q O AS APPROVED - MAINLINE STUB-OUT WITH SPARE CONTROLLER WIRES FOR FUTURE ADJACENT CC L3.4 ® D: .� IRRIGATION IMPROVEMENTS CONNECTION LOCATED WITHIN A PLASTIC RECTANGULAR VALVE BOX, LABEL LID "SW". VERIFY EXACT LOCATION IN FIELD WITH MJPA'S AUTHORIZED REPRESENTATIVE. IRRIGATION EQUIPMENT LEGEND U INSTALL CONTROL WIRES WITH 36" MINIMUM LENGTH COILED EXPANSION WIRE LOOP . W LjSYMBOL MANUFACTURE / MODEL NO. / DESCRIPTION DETAIL SHEET < _j � IRRIGATION CONTROLLER EQUIPMENT LEGEND P.O.C. POINT OF CONNECTION -2" DOMESTIC WATER (FUTURE RECYCLED WATER) IRRIGATION I L3.2 METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. ® SYMBOL MANUFACTURE/ MODEL NO. / DESCRIPTION DETAIL SHEET FEBCO -825Y, 2" R/P BACKFLOW PREVENTION DEVICE WITH WILKINS (NR3)2" PRESSURE REGULATOR, J L3.2 (n Z INSTALLED AS PART OF ASSEMBLY. R/P ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX ® C CALSENSE - CS3-2W-SI /CS3-GR/GR-STUBBY/COMM 5YR /CS-2W-2ST/CS-2W-POC/ FM 1.2513 EE L3.4 SBBC-45CR, POWDER COATED, SMOOTH TOUCH, BACKFLOW DEVICE ENCLOSURE INSTALLED ON A wy CONTROLLER OPTIONS: POURED IN PLACE CONCRETE PAD. ® ® CS3-2W-SI = CALSENSE CS3000, 128 STATION 2-WIRE DECODER CONTROLLER ASSEMBLY WITH YARDNEY- SB 2-P, 2" (PURPLE) BASKET STRAINER WITH FLANGED CONNECTIONS AND 80 MESH K L3.2 STAINLESS STEEL TOP ENTRY PEDESTAL ENCLOSURE . S FILTER ELEMENT. STRAINER ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX (� V) CS3-GR = CS3000 CPRS CELLULAR MODEM COMMUNICATION DEVICE. Lv � GR-STUBBY = GPRS STUBBY ANTENNA WITH 3-FT. ANTENNA CABLE. SBBC-30CR SMOOTH TOUCH ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. `� U ® COMM 5YR = 5-YEAR DATA ACCESS PLAN. SUPERIOR- MODEL 3200-RW, 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE L L3.2 z L CS-2W-2ST = CS3000 2-WIRE DECODER, 2 STATION OUTPUT. REFER TO PLANS FOR QUANTITY. WITH 2-WIRE DECODER, INSTALL PER MANUFACTURERS RECOMMENDATIONS. CONNECT MV WIRES ® CS3-2W-POC = CS3000 2-WIRE P.O.C. DECODER WITH (1) FLOW METER AND (1) MASTER VALVE OUTPUT. VIA POC DECODER TO THE 2-WIRE DECODER CABLE. `j Of C FM 1.25B = 1-1/4" BRASS TEE MOUNTED FLOW METER. CaL_ a- CALSENSE - FM-1258, 1-1/4" FLOW SENSOR WITH 2-WIRE DECODER, INSTALL PER MANUFACTURER'S M L3.2 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. N/A N/A RECOMMENDATIONS. WIRE TO CONTROLLER FLOW SENSOR COMUNICATION CABLE, 2 CONDUCTOR, THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE SHEILDED 16 AWG SOLID COPPER INSTALLED WITHIN 1-1/4' PVC CONDUIT, RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. EZ-FLO SYSTEMS - EZ-010-FX-CBV-250-FERTI-MAXX STARTER-25, 9.4 GALLON FERTILIZING SYSTEM N L3.2 NO SYMBOL PAIGE ELECTRIC -CONTROLLER GROUNDING: CONTRACTOR SHALL GROUND CONTROLLER AT L3.4 WITH 25 LB BAG STARTER FERTILIZER. MINIMUM USING ONE 5/8-INCH X 8-FOOT COPPER GROUNDING ROD, BUT NOT LESS THAN PER LOCAL EE L3.5 NIBCO - T-580-70, BRONZE BALL VALVE, LINE SIZE PER MAINLINE. O L3.2 AND NATIONAL ELECTRICAL CODE. GROUND WIRE AND ROD CONNECTIONS SHALL BE BY CADWELD RAIN BIRD - EFB-CP-R-PRSD (1" OR 1-1/2") SERIES BRASS, RECYCLED WATER, PRESSURE P, W L3.3 PROCESS ONLY, CLAMPS ARE NOT AN ACCEPTABLE SUBSTITUTE. MAXIMUM GROUND RESISTANCE REGULATING, REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN. SHALL BE NO MORE THAN 10 OHM, REGARDLESS OF MANUFACTURER'S STATED NUMBER. CONTRACTOR SHALL PROVIDE PROOF OF MEASURED RESISTANCE TO OWNER'S AUTHORIZED RAIN BIRD - EFB-CP-R, (1" OR 1-1/2") SERIES BRASS REMOTE CONTROL VALVE WITH PURPLE Q, W L3.3 - REPRESENTATIVE BEFORE MAINTENANCE PERIOD BEGINS AND INCLUDE DOCUMENT WITHIN HANDLE, SIZE AS SHOWN. INSTALLED WITH RAIN BIRD QKCHK-100, 1" PRESSURE REGULATING, SUBMITTED OPERATIONS AND MAINTENANCE MANUAL. QUICK-CHECK BASKET FILTER. INSTALL ONE (1) FILTER FOR DEMANDS 13 GPM AND LESS. INSTALL TWO (2)FILTERS FOR DEMANDS 14 GPM AND GREATER. SEE DETAIL. _ PAIGE ELECTRIC -GROUNDING EQUIPMENT: 5/8-INCH X 8-FOOT COPPER GROUNDING ROD. INSTALL R, S, T, L3.3 CALSENSE -2 STATION RCV DECODER: MODEL CS-2W-2ST. INSTALL AT RCV MANIFOLD LOCATIONS. R, S, L3.3 ONE (1) GROUNDING ROD AT THE FIRST "RCV" AND LAST"RCV" ON ALL MAINLINE END RUNS AND U CONNECT TO CONTROLLER VIA 2-WIRE CABLE. A DECODER SHALL BE LOCATED NO FURTHER THAN T, U GR EVERY 300 FEET ALONG 2-WIRE PATH PLACED AT CONTROL VALVE WITHIN VALVE BOX CONNECTED 100' FROM THE RCV IT OPERATES. ASSIGN DECODERS AT CONTROLLER USING THE SERIAL TO "RCV" DECODER. DO NOT SPLICE 2-WIRE PATH FOR GROUNDING. USE#6 AWG SOLID COPPER NUMBER OF THE DECODER AND OUTPUT COLORED WIRES. WIRE FROM THE COPPER ROD TO THE FIELD COMMON (WHITE WIRES IN THE BLACK HARNESS) OF NO SYMBOL THE DECODER. ALL GROUNDING TO BE PER CALSENSE SPECIFICATIONS. CONTACT ERIN HAGEN, LINE SURGE PROTECTION: GROUND WIRE INCLUDED WITH EACH DECODER. SEE SYSTEM GROUNDING PROTECTION GROUNDING DETAILS. CALSENSE, (760) 580-1835, FOR INSTALLATION INFORMATION AND PROCEDURE. P.O.0 DECODER: MODEL CS-2W-POC. INSTALL ON FLOW METER AND MASTER VALVE. CONNECT TO CONTROLLER VIA 2-WIRE CABLE. RECYCLED WATER IRRIGATION LEGEND RAIN BIRD - 33DNP, 3/4"QUICK COUPLER VALVE WITH PURPLE LOCKING COVER MARKED FOR V, W L3.3 RECYCLED WATER USE. SYMBOL MANUFACTURE/ MODEL NO. / DESCRIPTION DETAIL SHEET NO SYMBOL AS APPROVED - RECYCLED WATER SIGN, INSTALLED AT TIME OF RECYCLED WATER CONVERSION. GG L3.5 INSTALL QUANTITY AND LOCATIONS PER WESTERN MUNICIPAL WATER DISTRICT WATER RECYCLING REQUIREMENTS AND AND (MJPA)APPROVAL, NO SYMBOL AS APPROVED - CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. EE L3.4 NO SYMBOL T. CHRISTY'S - (PURPLE) "RECYCLED WATER" VALVE I.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. P, Q L3.3 NO SYMBOL AS APPROVED -ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER"AND MARKED AS L, M, N, L3.2 REQUIRED FOR RECYCLED WATER USE. O, P, Q L3.3 NOTE: ALL EQUIPMENT SHALL COMPLY WITH WESTERN MUNICIPAL WATER DISTRICT RECYCLED WATER USE REQUIREMENTS AND (MJPA) REGULATIONS. NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS, Don't Dig...Until ou Call U.S.A. Toll Free WESTERN MUNICIPAL WATER DISTRICT MERIDIAN SHEET NO. 811 VAN BUREN BOULEVARD PHASE II for�® { i uc. �z�0� Utility lihmL2 . 1........... 9841 RESEARCH DR t DonPt urs 10/ 21%16 SUITE 200 IRRIGATION LEGEND (Dere) 14205 MERIDIAN PARKWAY VTERN 05131 17 IRVINE°(A '9'2618 NI IPAL �� MNWD SUBMISSION 10.21.16 )()( Exp. Date 949.387.1323 RIVERSIDE, CA. 9251 OF SHTS DAYS 9 �° CA�`�® MJPA REVIEW 09.09.16 DIS` ICT STA. 649+00 to 657+50 RIDGELA.CGM MARK DATE (951)571®7190 (BOBS) (951)571-0590 (FAX) DW 0.: s a- RECYCLEDIRRIGATION INSTALLATION NOTES IRRIGATION GENERAL NOTES IRRIGATION SYSTEM MAINTENANCE SCHEDULE Q � A. CONTRACTOR SHALL HOLD APRE-CONSTRUCTION MEETING WITH WMWD REPRESENTATIVE. MAINTENANCE OF THE IRRIGATION SYSTEM IS A NECESSARY AND CONTINUING PROCESS 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER a� INVOLVING MONITORING, ADJUSTMENT AND REPAIR. REPAIRS CAN BE MINIMIZED BY APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND L�1 > B. NO CROSS-CONNECTIONS ARE PERMITTED BETWEEN THE RECYCLED WATER SYSTEM AND ANY OTHER WATER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION INSTITUTING A MAINTENANCE PROGRAM. SOME IRRIGATION SYSTEM MAINTENANCE OTHER TRADES. EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION SYSTEM. ACTIVITIES NEED TO BE DONE AT REGULAR PERIODIC INTERVALS. OTHERS PERFORMED ON 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, Imo- A NORMAL BASIS. STREETS, WALLS OR ANY OTHER HARDSCAPE I STRUCTURE. Z C. A SUCCESSFUL CROSS-CONNECTION TEST PERFORMED BY A CERTIFIED CROSS-CONNECTION SPECIALIST EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. Lij WILL BE REQUIRED. THE TEST SHALL BE PERFORMED USING POTABLE WATER FROM THE POTABLE WATER WEEKLY OR AFTER EACH MOWING CONTRACTOR SHALL REPAIR OR REPLACE,AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, SYSTEM. THE RECYCLED WATER IRRIGATION METER SHALL NOT BE INSTALLED UNTIL THE RECEIPT OF THE UTILITIES THAT MAY OCCUR. ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF CROSS-CONNECTION TEST REPORT DOCUMENTING A SUCCESSFUL TEST SHOWING NO CROSS-CONNECTIONS. *TRIM TURF FROM AROUND SPRINKLER HEADS AS NECESSARY TO AVOID SPRAY BLOCKAGE. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. ® p * BRIEFLY ACTIVATE EACH CONTROL VALVE AND OBSERVE SPRINKLERS FOR PROPER 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO W z D. IRRIGATION SYSTEM MUST BE DESIGNED AND INSTALLED TO PREVENT RUNOFF AND PONDING. OVERSPRAY OF COVERAGE AND OPERATION AND MISALIGNED BY MOVING OPERATIONS COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE 3. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 0 RECYCLED WATER TO PUBLIC AREAS (SIDEWALKS, PARKING AREAS, PLAYGROUND EQUIPMENT, EATING * CHECK FOR IRRIGATION OVER SPRAY OR RUNOFF AND CORRECT AS NEEDED ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE V) cn AREAS, ETC.) IS PROHIBITED. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD Ld ® MONTHLY COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE DRAINAGE IS ALLOWED. Q E. HOSE BIBS ARE PROHIBITED ON THE RECYCLED WATER SYSTEM. *ADJUST PROGRAMMING OF THE AUTOMATIC IRRIGATION CONTROLLERS BASED ON APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED ® OBSERVED FIELD CONDITIONS. TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 4. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY ® zz� .FALL RECYCLED FACILITIES ABOVE GROUND AND IN VAULTS, INCLUDING VALVES, VALVE CAPS, SPRINKLER * CHECK THE SOIL MOISTURE WITH AN AUGER AND EVALUATE WITH REGARD TO DURATION � g. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S PUBLIC WORKS INSPECTOR, z HEADS, AND OTHER OUTLETS SHALL BE COLOR CODED PURPLE, TAGGED, OR OTHERWISE MARKED TO AND FREQUENCY OF THE IRRIGATION CYCLES. FINE TUNE SYSTEMS WEEKLY OR BIWEEKLY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL LANDSCAPE ARCHITECT AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS C7 DIFFERENTIATE RECYCLED WATER FROM DOMESTIC OR OTHER WATER. AND MAKE CORRECTIONS AS NECESSARY. KEEP RECORDS OF ALL INFORMATION. MAINTAIN 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. LbJ PET COCKS OF VALVE IN GOOD OPERATIONAL CONDITION, PET COCKS SHALL BE ONLY DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. � � 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. G. RECYCLED WATER QUICK-COUPLING VALVES SHALL HAVE A PURPLE COVER IMPRINTED WITH "RECYCLED "FINGER TIGHT" WHEN IN THE CLOSED POSITION. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF 5. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL ::D WATER." QUICK-COUPLING VALVES ON THE RECYCLED WATER SYSTEM SHALL BE A DIFFERENT TYPE THAN * CONTROLLER OPERATION: CHECK FIELD VALVES FOR SEQUENCING, TIMING, ACCURACY, CONNECTION (P.O.C.)AT THE IRRIGATION WATER METER. SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL z O USED ON THE DOMESTIC WATER SYSTEM. AND GENERAL FUNCTION AT THE BEGINNING OF EACH WATERING SEASON. , CHECK FOR BREAKS OR LEAKS, CHECK STAKING 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH 0 * WALK AND CHECK ALL ON GRADE PIPE, RECOMMENDATIONS AND SPECIFICATIONS, DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 O W H. WARNING TAGS ARE REQUIRED ON ALL RECYCLED WATER SYSTEM EQUIPMENT SUCH AS EXPOSED PIPING, AND POSITION OF ALL PIPE AND SPRINKLER HEADS INSTALLED ON SLOPE. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS INCHES BEYOND PAVING. 1=- _j METERS, VALVES, ETC. OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES < m CONTINUALLY I. ADVISORY SIGNS MUST BE INSTALLED AS SHOWN ON PLANS. IF THE IRRIGATION SYSTEM IS BEING INSTALLED OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH 6. ALL LEAD WIRES TO BE #14 GAUGE. FOR MULTIPLE CONTROLLERS U * CLEAN SOIL AND DEBRIS FROM SPRINKLER BODIES AND NOZZLES TO ENSURE PROPER OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT c (n _ 1 IN PREPARATION FOR FUTURE RECYCLED WATER. THEN ALL REQUIREMENTS MUST COMPLIED WITH EXCEPT WATER DISCHARGE. USE DIFFERING OUTER JACKET COLOR PER CONTROLLER. C7 �Ld a- FOR INSTALLATION OF SIGNAGE AND THE RECYCLED WATER METER. PRIOR TO ACTIVATION OF THE RECYCLED THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS * STRAIGHTEN SPRINKLERS AND ADJUST NOZZLES TO INSURE PROPER WATER DISCHARGE. NECESSARY. 7. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING < WATER SERVICE THE CONNECTION AND METER MUST BE CHANGED, SIGNS INSTALLED, AND THE * MAINTAIN ALL SPRINKLERS IN GOOD OPERATING ORDER, INCLUDING PROPER COVERAGE � 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, AND OUTSIDE LIMIT-OF-WORK FOR DRAWING CLARITY ONLY, CROSS-CONNECTION TEST SUCCESSFULLY COMPLETED. ADJUSTMENTS. REPAIR OR REPLACE SPRINKLERS AS NEEDED. WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. � _ * MAINTAIN ELECTRIC CONTROL VALVE BOXES FREE OF DIRT AND DEBRIS. ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE - J. NO DRINKING FOUNTAINS, EATING AREAS, OR PLAYGROUND EQUIPMENT ARE ALLOWED IN THE APPROVED DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE C> *ADJUST WATER APPLICATIONS ACCORDING TO CHANGES II�J THE WEATHER. CONTRACTOR ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED RECYCLED WATER USE AREA UNLESS ADEQUATELY PROTECTED FROM OVERSPRAY OR OTHER CONTACT IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM EITHER OVER OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. LLWITH RECYCLED WATER. UNDER-WATERING. Q U 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW < Q K. ALL TEMPORARY CONNECTIONS TO THE RECYCLED WATER SYSTEM FOR CONSTRUCTION OR IRRIGATION AS NEEDED DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER MUST BE HIGHLINED FROM AN ALTERNATIVE POTABLE SOURCE ONLY AS APPROVED BY WESTERN. THIS * EXTEND THE HEIGHT OF SPRINKLERS AS NECESSARY IN SHRUB AND TURF AREAS TO APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT � SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE Of CONNECTION MUST BE MADE THROUGH A TEMPORARY METER AND INCLUDE AN APPROVED ABOVE GROUND AVOID INTERFERENCE FROM ADJACENT FOLIAGE. _ ® REDUCED PRESSURE (RP) PRINCIPAL BACKFLOW DEVICE WITHIN 3 FEET OF THE METER. NO PURPLE COLORED * REPAIR OR REPLACE ALL DAMAGED EQUIPMENT WITH ONE WATERING PERIOD. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, CITY PUBLIC WORKS OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE INSPECTOR OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE Z PIPING OR APPURTENANCES SHALL BE CONNECTED TO ANY POTABLE WATER SOURCE. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL U5 ® *TURN OFF CONTROLLERS TEMPORARILY DURING PERIODS OF RAINFALL. PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. CONNECTION FROM 120 VOLT POWER SOURCE TO THE � U EQUIPMENT REPLACEMENT W L. ALL PUBLIC AND PRIVATE WATER MAINS INCLUDING FIRE SERVICE MAINS AND ANY WATER WELLS AND WATER 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO O COURSES WITHIN THE RECYCLED WATER PROJECT AREA SHALL BE SHOWN ON THE CONSTRUCTION PLANS. APPURTENANCE VALVES TO TERMINAL STRIP. REFER R TO ® � *.REPLACE ANY IRRIGATION VALVES, SPRINKLERS OR OTHER COMPONENTS WITH COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL REPLACEMENT OF THE EXACT TYPE AND MANUFACTURE AS CALLED FOR IN THE ORIGINAL ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND Y (n M. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN AS IRRIGATION PLANS. 17, ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS L�aJ RECYCLED WATER. THE SIGNS SHALL BE PLACED AND OF SUCH SIZE AS TO BE EASILY SEEN AND READABLE BY< '"' NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL _ (n OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. A COPY OF CONTROLLER CHARTS SHALL BE PLACED IN MAJOR REPAIRS ® CARRIED OUT BY THE CONTRACTOR. BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF O Lj LLJ THE CONTROLLER CABINET. *WHERE CONDITIONS DEVELOP WHICH CAN NOT BE HANDLED BY ROUTINE MAINTENANCE, Z � � THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY O DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. J Q3 U N. A COMPLETE SET OF AS-BUILT PLANS AND CONTROLLER CHARTS SHALL BE PROVIDED TO THE DISTRICT. *ALL DAMAGE NOT RESULTING FROM CONTRACTOR'S ACTIVITIES OR NEGLIGENCE SHOULD THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. � 19 QUICK WHEREVOER POSSIBLE ES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS STALATBTAINWNER'S APPROVAL ILOO SHALL CAUSE THE CONTRACTOR a- � BE BROUGHT TO THE OWNER'S ATTENTION. OR TO MAKE OWNER 0- Dal O. WMWD SHALL INSPECT ALL PRESSURIZED PIPE PRIOR TO BACKFILLING. A MINIMUM OF 48-HOUR NOTICE SHALL Q � * DURING TIMES WHEN THE WATER SUPPLY IS CUT OFF OR THE IRRIGATION SYSTEM IS 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. BE PROVIDED TO SCHEDULE INSPECTION. OTHERWISE INOPERABLE, THE LANDSCAPE SHOULD BE CAREFULLY MONITORED FOR SIGNS INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED OF WATER STRESS. START A HAND WATERING PROGRAM IMMEDIATELY FOR ALL STRESSED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE 9. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON P. A SEPARATION BETWEEN THE POTABLE AND RECYCLED WATER PIPE SHALL CONFORM TO CCR TITLE 22 LANDSCAPES. NOTIFY OWNER IN WRITING IF THIS OCCURS. PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. PIPING AND WIRE CONDUIT THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR REQUIREMENTS. PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND LANDSCAPE IRRIGATION AUDIT SCHEDULE SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY Q. A SINGLE PAGE IRRIGATION SYSTEM FIGURE SHALL BE PROVIDED FOR THE SITE. THE FIGURE SHALL INCLUDE * LANDSCAPE IRRIGATION AUDITS SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION THE IRRIGATION SYSTEM, POTABLE WATER PIPELINE ALIGNMENT, SEWER LINE ALIGNMENT, GENERAL OF CALIFORNIA WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE "LANDSCAPE 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS INHERE SLOPE OF GRADE AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND HARDSCAPE FEATURES SUCH AS PLAY AREAS, BATHROOMS, BBQS PICNINC TABLES, BENCHES, RECYCLED IRRIGATION AUDITOR HANDBOOK". WATER SIGN LOCATIONS,AND ADJACENT STREETS. *AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR AUTHORIZED REPRESENTATIVE. MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION v *THE FIRST LANDSCAPE IRRIGATION AUDIT SHALL BE PERFORMED PRIOR TO ACCEPTANCE 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE R. HOSES USED FOR CONNECTION TO POTABLE WATER AND RECYCLED WATER SHALL BE BLUE AND PURPLE AND SHALL BE REPEATED EVERY FIVE YEARS THEREAFTER. TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE RESPECTIVELY. OF THE SOIL. OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE KEEPING OF RECORDS 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER S. ALL SLEEVES USED FOR THE IRRIGATION SYSTEM SHALL BE COLORED PURPLE OR OTHERWISE MARKED AS *THE CONTRACTOR SHALL KEEP PERMANENT RECORDS OF ALL PERFORMED MAINTENANCE OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN RECLAIMED WATER. TASKS. INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES * RECORD ALL WATER USAGE AND CHANGES IN THE CONTROLLER TIMING, INCLUDING OFF CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, TIMES DURING RAINFALL. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, WALK OR CURB IN SHRUB PLANTING AREAS. * RECORD ALL ACTIVITIES PERFORMED DURING THE QUARTERLY REVIEW. THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND * RECORD ALL PROPOSED AND EXECUTED REPAIRS. RADIUS CONTROL. 10. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: * RECORD ALL TIMES WHEN THE IRRIGATION SYSTEMS ARE NOT OPERABLE. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT * RECORD ALL PERFORMED IRRIGATION AUDITS. ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE HORIZONTAL SEPARATIONS : RADIUS OF THROW AS THE NOZZLE BEING REPLACED. LOCATION FOR REVIEW AND APPROVAL BY OWNER, LANDSCAPE 'I THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES 27. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. ARCHITECT AND CITY'S PUBLIC WORKS INSPECTOR PRIOR TO ' FROM ALL POTABLE WATER PIPING AND/ORA PARALLEL SANITARY SEWER SYSTEM. IFA 10-FOOT HORIZONTAL 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT COLOR CHART NOTE: THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL VERTICAL SEPARATIONS : CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, PIPING, SLEEVES, 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE 30. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL 31, THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, MAKE OWNER DIRECTED REVISION AT NO CHARGE. CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. CONTROLLER SETUP NOTES: INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM WATER LINE CROSSING: 1. CONTRACTOR IS TO ENGAGE AND CONSULT MJPA MAINTENANCE DIVISION MANAGER, DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR WHEN POTABLE WATER AND RECYCLED WATER LINES CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A DANNY WHALEY, AT INCEPTION OF PROJECT AND CONTROLLER SETUP FOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE :I PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND MINIMUM TEN (10) FEET FROM EACH SIDE OF THE POTABLE LINE, COORDINATION PURPOSES. SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. FOR A TOTAL OF TWENTY (20) FEET. 32. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR 2. CONTROLLER SETUP SHALL INCLUDE: STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. A. FLOW RATES ACQUIRED FOR ALL STATIONS 33. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND B. STATION DESCRIPTIONS SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER WESTERN MUNICIPAL WATER DISTRICT NOTES C. STATION GROUP'S NAMES BY GROUP AND ASSIGNED TO CORRECT PROGRAM PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS D. STATION PRIORITIES DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL E. ALERT ACTIONS SET TO HIGH FLOW ALERT/SHUT OFF AND LOW FLOW ALERT/NO PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT 1. THE CONTRACTOR MUST HOLD A PRE-CONSTRUCTION MEETING WITH WMWD PRIOR TO THE START OF INSTALLATION ACTION PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME OF THE IRRIGATION SYSTEM. F. ALL WEATHER SETTINGS FOR ET AND RAIN USE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 2. ALL CONNECTIONS PRIOR TO APPROVAL OF THE USE SITE MUST BE JUMPERED FROM THE POTABLE SYSTEM (WITH G. BUDGETS SETUP IN PROGRAMMING. 34. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST WMWD APPROVAL) FOR TESTING. H. ALL PROGRAMS SHALL BE WATERING IN THE WATER BUDGET ALLOCATED BY IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, MJPA MAINTENANCE DIVISION MANAGER, AND CITY PUBLIC WORKS 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PERFORMING A SUCCESSFUL CROSS CONNECTION TEST PERFORMED WESTERN MUNICIPAL WATER DISTRICT PRIOR TO COMMENCEMENT OF INSPECTOR TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH BY A CERTIFIED CROSS CONNECTION SPECIALIST. MAINTENANCE. ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS 4. ALL PRESSURIZED IRRIGATION LINES CROSSING POTABLE WATER LINES SHALL COMPLY WITH TITLE 22 SEPARATION FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT REQUIREMENT. BECAUSE PROFILES ARE NOT PROVIDED ON THE PLANS, WMWD IS UNABLE TO VERIFY THAT ALL BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRESSURIZED RECYCLED WATER LINES WILL BE A MINIMUM OF 1 FOOT VERTICALLY BELOW POTABLE WATER LINES. THIS INCLUDES ALL LATERALS FROM THE POTABLE WATER LINES SUCH AS FOR STRUCTURES OR FIRE HYDRANTS. ANY PRESSURIZED RECYCLED WATER LINE THAT THE DESIGN ENGINEER PROPOSED TO GO OVER A POTABLE WATER LINE, MUST BE SUBMITTED TO WMWD IN WRITING AS A VARIANCE TO TITLE 22 SEPARATION REQUIREMENTS. WMWD WILL EVALUATE THE REQUEST AND IF THE MITIGATION IS DEEMED REASONABLE, TRANSMIT THE REQUST OF THE DIVISION OF DRINKING WATER(DDW) FOR THEIR COMMENT/APPROVAL. DDW APPROVAL IS REQUIRED FOR ANY NOTE: TITLE 22 SEPARATION VARIANCE. THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free ESTE ��`� �" �' TDISTRICT MERIDIAN SHEET NO. VAN BUREN BOULEVARD PHASE 11 R� Lz . 2 for the location UC. #2909 utaburied y in 8841 RESEAR(H DR IRRIGATION NOTES Dot pt 1 tl1°� SUITE 200 1420 MERIDIAN PARKWAY SAL OF XX SHTS °ars, IRVINE CA '9261$ MNWD SUBMISSION 10.21.16 � o��'o�®� ( SIDE® CA° � 1 DISTRICT �° � 949.387.1323 MJPA REVIEW 09.09.16 DAYS DIG � OF CAS-��O RIDGEI:ASOM MARK DATE (951)571-7100 (BUS) (951)571-m0590 (FAX) Rw. 2/28/00 a- a- CL - aCL > CONTROLLER SCHEDULING NOTE: AB1881 WATER T CALCULATIONS THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. I- \ CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE (CALCULATIONS SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE MODEL ` CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. WATER EFFICIENT LANDSCAPE ORDINANCE "MWELO") SEASONAL IRRIGATION SCHEDUL AB 1881 "MWELO"' WATER BUDGET CALCULATIONS CIMIS Station #44 ® ® Project lame: Van Buren Ph, 2 Cycles Per Day: 1:::. Maximum Applied Water Allowance (MAWA) Meter Number. #1 Controller Letter: q"A., Program°qAp' Guys Per Week: 6 U Q The project's Maximum Applied Water Allowance shall be calculated using this equation, V7 (1) Evapotranspiration Rates Irrigation Efficiency (7o): MAWA = ('ETo) x (0.62)x [(0.45 x LA) + (0.55 x SLA)] L 0 Eto Historical: 56.5 Rotors 0.75 Eto (Historical Evapotranspiration for Area) 56.50 ry ..:.. .. ® Wlnter Spring Summer Fall Spray Heads 0.71 ETA F(Evapotranspira on Adjustment Factor-LA) 0.45 ® Eto Per Day 0.10 t9 1F 0.26 0.16 Bubbler Heads: 0.77 ETA F(Evapotranspiration Ad}cxstirrent Factor a SLA) = 0.55 < Etas Per Season 8.0 15.4 20.7 12.4 Drip line: 0.01 Drip Emitter: 0.81 LA (Total Landscaped Area including SLA) =: 89,132 ft2 LU Run Times (Minutes per Day) _ (60 x Eto x PF)=(PR x IE) x(RD) (C) Stream Rotary 0.75 SLA (Special Landscaped,area) = 0 ft2 Eto,= Daily Evapotranspiration Ratan Micro Spray 0.75 0.62 (Conversion Factor) : IE = Irrigation Efficiency Eto ETAF L.Aor.SLA(ft) Conversion MAWA(Gallons Per Year) Z O PR = Precipitation Rate (Inches per Hour) Precipitation Rate (in/hr) MAWA for LA = 56.50 x 0:45 x 89,132 x 0.62 1,40:5,032 ft[f Rein clays (Seasonal Total) Rotors: Ci.4a MAWA for SLA = 56.50 x 0.55 x 0 x 0.62 0 Q W G= Cycles per Day Spray Heads: 1.60 I - ®l Totala 59,132 1,405,032 <C PF'= Plant Factor (Kc) Bubbler Heads 2.10 r U 60= Conversion to minutes D 11 rh11 p 11.1 Line 0.73 Maximum Applied Water Allowance (MAWA)= 1,405,032 Gal)'yr 1878.4 CCF/yr Drip Emitter: 0.40 U tl Stream Rotary: 0.45 ... .. Q Micro Spray: 0.61 Estimated Total Water Use (ETWU) pC Valve Irrigation Winter Spring Summer Fall Planting Kc PR IE The project's Estimated Total Water Use shall be calculated using this equation: U Quantity Type (Dec, ,fan, Feb)[Mar, Apr,May)(Jun,Jul',Aug) (Sep, Oct, Nov) ETWU = (Eto) (0.62) [(PF x HA) IE � SLA] 19 Shrub Drip Line 0.30 0.73 0.81 3 6 5 Min. Per Day U 17 Shrub Drip Line 0.40 0.73 0.81` 4 11 6, Gln. Per Day = Estimated o perdear(galloras) ....... .. .... ..... ETWU Esti ted T tal Water Lo 13 Tree Bubbler 0.40 2.10 0,77 3 4 2 Dina Per Da Eto = Referance Evapotranspiration inches 56.50) inches er ear J Q Total _ 6 Days Per Wk 2,5 4.7 6.3 3:a Hours Per Days PF =Plant Factor from WUCOL..S (see section 491) I- Valves 49 Total Hour Run Times U HA = Hydrozone Area [high, medium and lousy water use areas](square feet) 0 LL_ SLA =Special Landscape Area(square feet) V) Z O 0.62= Conversion Factor LLI U IE = Irrigation Efficiency 0 ® HA (ft2) Eto Conversion PF SLA IE Gallons U U) (ft2) Lv Hydrozone Area i#1 Shrub Drip (LOW) 56.50 x 0.62 x 0.30 x 46,044 0.81 507,378 _ (71 U > Ld Hydrozone Area 2 Shrub Drip (MOD) 56.50 x 0.62 x 0.4.0 x 4'1,045 0.8°1 7'14,028 Z O Hydrozone Area#3 Tree Bubbler(MOOD) 56.50 x 0.62 x 0.40 x 2,043 0.77 37,177 g � 0 Totals a 89,132 1,344,583 D' a- CC Estimated Total Water Use (E U) _ 1,344,583 Gal 1 yr 1797.6 CCF f yr Q Percentage of savings over MAWA = 4, This Number Must Be Positive: Irrigation Pressure Calculation Meter No: l .... ........_ ........................... HCI: 1400 FT Elevation of Meter: _ 1610 FT ......... ...... Static Water Pressure PSI 126 psi ... ...... . .. ......... ......... ............... .. Controller Letter; A .v .....:_ ......... ..: ...::.: V 11 al�ie No: A4 Valve Demand i26 GPM 11......................................................................................................................................................................... Maximum System Demand 29 GPM Elevation Change P.O.C. o Highest Head: 21 FT ......... .... ............ ......... Losses. . ......... ........ ....I.... ......... ......... .............. ........ ... 2" Wat1111 1.11er Meter 0.8 psi . _ . . 2" Service line Ova psi 2°` RP 6aekflow Device 12.0 psi ...................................__....... ..........................._.......<.........................._..................................... 2" Basket Strainer1.0 psi .................. _ 1-1/2"Master 'Valve 1.3 psi 1-1/4" Flow Sensor 1.0 psi .................11.1-........................... ............................ _................. ...... ....... Isolation Valves 1.0 psi 1-1/2" R.C.V. 3.6 psi 1600 Feet of 3" Mainline L 315 i:5 psi .................................... ..............................._........................ _.. ...... . Fatting Loss 1070 2.3 psi .............. .........,.... :.. _ .................. Lateral Eine Loss 10% 3.0 psi Lass to Highest Head 9.1 psi ...... .. ... Total Losses: 37 psi ...........................................................................................................:.......................................:............................... . ...... . .......... ......... ...... .................................................................................................................................................................................. Head Operating Pressure: 30 psi ...... .......... . ........................ ...... .. .... . ........... Total Pressure Required: 67 psi Static Pressure Available: 126 psi .. ......... ... Residual Pressure psi _si NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free 'T � �� SHEET NO. ESTE MUNICIPAL ATE DISTRICT MERIDIAN! 811 ® J. �� VAN BUREN BOULEVARD PHASE II for the loee.cation (� �' UC. #2809 ®f buried �+ L2 . 3 utiity lia - Don't di 5 atur® es41 REEAB(H va IRRIGATION l�l �11� 10121116IJITE2tlq 1�� MERIDIAN PARKWAY STERN bate) IRVINE.(A 92618 I IPf4L �Pf 05/31/17 �� MNWD SUBMISSION 10.21.16 RIVERSIDE, CA. 92518 OF XX SHTS DAYS [NO � Exp. Date E®Q' 949.381.1323 MJPA REVIEW 09.09.16 DIS ICT o ®WG. NO.: ®F CALi RIDGELA.(I1M MARK DATE (951)571-7100 (BUS) (951)571-0590 (FAX) - IL 3 LEGEND: 2 LEGEND: a- LEGEND: 2 4 9 LEGEND: 3 1. PVC PIPE LATERAL LINE FROM DRIP ZONE KIT 2 a_ 1 < 1 1. 4" (PURPLE) GRATE (INCLUDED). 1. POP-UP DRIP INDICATOR HEAD, - 2. PVC PIPE LATERAL LINE SUPPLY MANIFOLD + + 2. FINISH GRADE. LLJ WITH DRIP FLUSH NOZZLE, 8 1. PVC PIPE LATERAL LINE FROM + + 1 + + 3 3. ROOT WATERING SYSTEM: RAIN > SEE LEGEND FOR TYPE. DRIP ZONE VALVE KIT. 3. PVC PIPE INLET HEADER. + + BIRD RWS-BCG (INCLUDES, I- I AV + + OW 0 4 2. PVC PIPE SUPPLY HEADER-SEE 0�m__ < + + -1 RISER, CHECK VALVE, GRATE, 2. FINISH GRADE. INSTALL POP-UP + + 0 0 0 PLAN FOR SIZE. + + -0 0- DRIP INDICATOR Y2"ABOVE 4. SCH 40 PVC TEE SxSxT, LINE SIZE BY /2". + + OF Q SWING ASSEMBLY, Y2" MALE NPT Ld 14 3. SCH 40 PVC TEE SxSxT OR ELL, X - .4"- 6"- FV + + 0 INLET,AND BASKET CANISTER. W .q .60 LINE SIZE. 0 0 0. 6 GRADE IN TURF DRIP AREAS + + 5. DRIPLINE FITTING MALE ADAPTER TRANSITION + + 0-0 0., 4. BUBBLER NOZZLE. lao F` AND 1" ABOVE GRADE IN SHRUB 4. DRIPLINE FITTING MALE TO DRIP TUBING. + + 0 �0_ D, 5. CHECK VALVE (INCLUDED). DRIP AREAS. ++++ + 0. ADAPTER TRANSITION TO DRIP 4"-6 1 1 1 TUBING. 4 T IN-LINE DRIP TUBING WITH EMITTERS 12 INCH + + �o 0 0,( 6. 1/2" ROUND PEA GRAVEL AND LLJ 6. SAND SOCK (RWS-SOCK) FOR z 3. APPROVED AMENDED BACKFILL. '-'1�1111EI + + po� z 5. IN-LINE DRIP TUBING WITH 5S_- - 10-% I ON CENTER, MAXIMUM ROW SPACING 12"-14" + + SANDY SOILS. 0 6PACING < 2" TRIANGULA TRIANGULAR SPACING EMITTERS + + C 0 IE1 I El E�� I F11 I F�l I F�d I E�� EI I. 4. 12" POP-UP SPRAY HEAD SEE 12 INCH ON CENTER, ROW ON CENTER IN SHRUB AREAS AND 10"-12" IN ++++ 7. FILL WITH X" GRAVEL TO 1=1 I Fd I I=I I I �I I I- TURF -SEE LEGEND FOR TYPE. -00. : 10 BOTTOM OF CHECK VALVE. �-j -16 INCHES ON <) =1 I F�I 1=1 =1 I Fd I I LEGEND FOR TYPE. SPACING 14 1 AV ++++ 0 000 8. Y2" PVC SCH 80 NIPPLE fv� < CENTER FOR SHRUB AREAS AND + + I EMEI I I Ed 1 5 7. TEE MALE ADAPTER. < 1- 11111 Ill- 5. MANUFACTURED SWING JOINT- + + it,I (INCLUDED). 17,1�I 12 INCHES MAXIMUM FOR TURF + + E!zo-o 0 0..00 + + . __�o 9. Y2" 90 DEGREE ELBOW AREAS. -SEE LEGEND FOR TYPE. 0 z HUNTER MODEL#SJ-512 OR FV 8 -q- < PVC PIPE FLUSH EXHAUST MANIFOLD. + 00,� 7 v-, RAIN BIRD MODEL#SA-125050 INSTALL WITH 9" GALVANIZED Q�_ + (INCLUDED). cr_ V) 3 1/2" SWING JOINT ASSEMBLY. 10. 10. 12" SWING ASSEMBLY LTJ 8 AV STEEL WIRE STAKES FIVE (5) 9. COMBINATION FLUSH VALVE/ DRIP INDICATOR 12 (INCLUDED). 0 m FEET ON CENTER. 9 POP-UP HEAD, PLUMBED TO EXHAUST HEADER 6. SCH 40 PVC PIPE END FLUSH Z 6. PVC PIPE FLUSH EXHAUST PVC PIPE AT LOW/ END OF DRIP ZONE, TYP. go 0, 13 11. Y2" MALE NPT INLET(INCLUDED). EXHAUST HEADER FROM DRIP MANIFOLD. I .z-1;n 0 12. PVC SCH 40 TEE OR ELL. INSTALL "ORANGE" COLOR FOR DOMESTIC 13. LATERAL PIPE. z SYSTEM, MINIMUM SIZE 1-1/4". 7. COMBINATION FLUSH VALVE13 14 0 WATER AND "PURPLE" FOR RECYCLED WATER 0 DRIP INDICATOR POP-UP HEAD, SEE LEGEND FOR TYPE. \_0 15 14. 4" BASKET WEAVE CANISTER Z 7. DRIP ASSEMBLY CONNECTION. 0 LLJ 1 -7 1- PLUMBED TO EXHAUST HEADER (INCLUDED). SECTION VIEW 15. AMENDED BACKFILL. I— _j PVC PIPE AT LOW/ END OF DRIP 10. PLANTER AREA PERIMETER. < M 8. SUB-SURFACE IN-LINE DRIP I I ZONE, TYP. INSTALL"ORANGE" 16. ROOTBALL OF TREE. < (_5 TUBING SEE LEGEND FOR I 6 I COLOR FOR DOMESTIC WATER 711. PERIMETER DRIPLINE LATERALS 18" FROM V) :j TYPE. FV AND "PURPLE" FOR RECYCLED .. EDGE. REFER TO PIPE INSTALLATION DETAIL 16 b a_ WATER SEE LEGEND FOR TYPE.0- - FOR DEPTH, SEE PLAN FOR SIZE. < 9. HARDSCAPE CURB PAVING L==E 8. BARB X BARB INSERT TEE OR SECTION VIEW CROSS. TYP 11 12. PERIMETER DRIPLINE PIPE TO BE INSTALLED 3 0 NOTES: _:�z :sIz 9. PLANTER AREA PERIMETER. 4"-6" FROM PERIMETER OF PLANTER AREA, ---- ----------- -- 10. PERIMETER DRIPLINE PIPE TO 40s-6'9 MINIMUM 12" DISTANCE FROM BUILDING. LLJBE INSTALLED 4"-6" FROM NOTE: L A. AFTER COMPLETE SYSTEM FLUSH, INSTALL DRIP INDICATOR NOZZLE AND ADJUST TO FULLY PERIMETER OF PLANTER AREA, 13. INSTALL PVC LATERAL LINE WITHIN SLEEVES A. TWO (2) BUBBLERS REQUIRED PER TREE. < BUILDING. FV TYPE. B. FOUR (4) BUBBLER REQUIRED PER PLAM. _j INSTALL "PURPLE" COLORED FLUSH NOZZLE. 7 CLOSED POSITION. I \ < B. FOR POTABLE WATER INSTALL "ORANGE" COLORED FLUSH NOZZLE. FOR RECYCLED WATER 2 MINIMUM 12" DISTANCE FROM 12 BETWEEN ALL PLANTERS -SEE LEGEND FOR 3 12" DRIP MANIFOLD 11. PVC PIPE SCH 40 RISER, LENGTH 10 C. PLACE BUBBLERS AT EDGE OF ROOTBALL C. INSTALL POP-UP INDICATOR HEAD 10" FROM PERIMETER OF PLANTER/ HARDSCAPE. BURIAL DEPTH _17 b L D. DISCHARGE EXHAUST HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL. AS REQUIRED. 14. AIR/VACUUM RELIEF VALVE (PLUMBED AT ON OPPOSITE SIDES OF TREE. ADJUST 0 LL_ E. INSTALL MINIMUM ONE(l) DRIP INDICATOR/FLUSH ASSEMBLY PER DRIP ZONE. 12. AIR/VACUUM RELIEF VALVE EACH HIGH POINT OF EACH LATERAL LEG PER ROOTBALL SIZE, TYPICAL. V) z (PLUMBED AT EACH HIGH POINT 8 9 CENTERED ON MOUND OR BERM) (TYP) PLAN VIEW cr_ 0 E. USE TEFLON TAPE ON THREADED FITTINGS,TYPICAL. (NO LIQUID TEFLON) OF EACH LATERAL LEG NOTES: Ld NOT TO SCALE > CENTERED ON MOUND OR A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS 0 0 BERM) (TYP) SPECIFICATIONS. INSET A B. DRIP EMITTER LAYOUT SHALL BE TRIANGULAR SPACED INSTALLED WITH 9" WIRE %j U) DRIP Cu" IVIBINATIO' N FLUSH VAL"VE STAKES FIVE (5) FEET ON CENTER. < TREE BUBBLER DEEP bi NOT TO SCALE NOT TO SCALE NOT TO SCALE z > ( E) DRlrf--,%#LINE LN-YOUT (TYP) uj DRIPLINE LAYOUT (T'Y"P) UA Ru"u"T WATER y",`34TEM 0 < Q C) 2 LEGEND: < 1 4) U) 3 9 13 7 14"-16" 1.4"-16" 1416 \, Ij . 3 6 4 1. PVC PIPE LATERAL LINE FROM MAXIMUM MAXIMUM MAXIMUM f 4 A DRIP ZONE VALVE KIT. 2. PVC PIPE SUPPLY MANIFOLD -SEE t/ \L/ \j/ L/ \L/ 2" MIN. PLAN FOR SIZE. ------ AV FV /< 2 9 11 FF _LLLLLLr_rLLLLLLLLLLLLLLLL 1 3. SCH 40 PVC TEE SXSXT OR ELL, 1>1\ \ II II (N _LLLLLLLLLLLLLLLLLL0Lm11=tt=tt LINE SIZE BY Y2". ow 3 0 -LLLLLLLLLLLLLLLLLLLLLLLL10 LLLLLLLL-LLLLLLL LLLLLLL HI 4. DRIPLINE FITTING MALE ADAPTER TRANSITION TO DRIP TUBING. " LLLLLL-LLLLLL LLLLLLLL 8 III- 2 'L-LLLLLLL - L .LLLLLLL 4 4 5. IN-LINE DRIP TUBING WITH -LLLLLL LLLLLL EMITTERS 12 INCH ON CENTER, 47- _L LLLLLLL TRIANGULAR MAXIMUM ROW SPACING 14"-16" 2" IN. LL LLLLLL SPACINr I F 7 10 Ll ON CENTER FOR SHRUB AREAS -12" FOR TURF -SEE A I 1�_l I 1=1 I I- V I I FEI I 1- -0 LLLLLLLI AND 10" LLLLLL 5 MGM 10 -LLLLLI LEGEND FOR TYPE. EMITTERS TO III LLLIBE TRIANGULAR SPACING. INSTALL LEGEND- SECTION VIEW -'LLI WITH 9" GALVANIZED STEEL WIRE 6 D==c STAKES FIVE (5) FEET ON CENTER. 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON I J I 6. PVC PIPE FLUSH EXHAUST SECTION VIEW SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS INSEE AI MANIFOLD. REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 7. COMBINATION FLUSH VALVE/ DRIP 7 INDICATOR POP-UP HEAD, 2. (PURPLE) "RECYCLED WATER" SIX INCH ROUND PLASTIC VALVE BOX, HEAT I PLUMBED TO EXHAUST HEADER BRAND "ARV" ONTO LID. PVC PIPE AT LOW/ END OF DRIP LEGEND ZONE, TYP. INSTALL "ORANGE" 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. 3. FINISHED GRADE. COLOR FOR DOMESTIC WATER 2. FINISHED GRADE. AND "PURPLE" FOR RECYCLED 4. (PURPLE) "RECYCLED WATER" PVC PIPE FROM DISCHARGE HEADER, 1/2" SCH I I WATER- SEE LEGEND FOR TYPE. 3. AMENDED SOIL INSTALLED AFTER TUBING. 40, LENGTH AS REQUIRED. SECTION VIEW 5 1 8. CONNECTION FROM SUPPLY 4. DRIP TUBING INSTALLATION, 14"-16" ROW SPACING FOR SHRUB AREAS. MANIFOLD TO DRIPLINE (TYPICAL)- 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED - EQUALLY SPACED). 1 FV 1 SEE INSET"A" 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL 2"-3"BELOW 9. PLANTER AREA PERIMETER. FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 6. LANDSCAPE FABRIC. - - - - - - - - - - - - - - 10. PERIMETER DRIPLINE PIPE TO BE INSTALLED 4"-6" FROM PERIMETER 7 6. 9"WIRE STAKES FIVE(5)FEET ON CENTER. 7. 1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. OF PLANTER AREA, AND MINIMUM LEGEND: 11 12" CLEARANCE FROM BUILDING. NOTES 8. PVC SCH 40 ELBOW (SxT) OR TEE , 3/4" SIZE WITH 3/4"x 1/2" SCH 40 PVC SLIP 1. BARK MULCH FOR SHRUB AREA PLANTING, SEE PLANTING PLAN FOR DEPTH AND TYPE. , SEE 11. BARB X FEMALE FITTING (TYPICAL) A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE BUSHING. SEE LEGEND FOR TYPE. INSTALL SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO MINIMUM 2"-3"BELOW FINISHED 2� FINISHED GRADE. SSTEEL CLAMPS ON GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO 9. (PURPLE)"RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. 3. AMENDED SOIL. FITTINGS FOR ANY SYSTEM THAT THE INSTALLATION OF THE TUBING. LABEL TO READ: "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. 4. DRIP TUBING -SEE LEGEND FOR TYPE. EXCEEDS 50 PSI. 5. DRIPLINE BARB INSERT FITTINGS -SEE LEGEND FOR TYPE. 2 12. '/4" PVC THREADED NIPPLE, B. INSTALL TUBING ROWS A MAXIMUM 14"-16" ROW SPACING. SECURE TO GRADE USING NOTES: 6. BLANK POLY TUBING - LENGTH AS REQUIRED. = LENGTH AS REQUIRED. WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. 7. DRIP TUBING MALE ADAPTER. 13. AIR/VACUUM RELIEF VALVE C. BACKFILL FINAL 2"OF SOIL AFTER INSTALLATION OF TUBING. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. 8. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. (PLUMBED AT EACH HIGH POINT OF B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB AREAS. 9. SCH 40 PVC TEE SxSxT, LINE SIZE BY Y2". EACH LATERAL LEG CENTERED ON D. DRIP TUBING SHALL BE INSTALLED WITH EMITTERS TRIANGULAR SPACED. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. 10. 9" WIRE STAKES FIVE (5) FEET ON CENTER. INSET A MOUND OR BERM) (TYP) D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. A NOT TO SCALE NOT TO SCALE NOT TO SCALE UIP)H DRIP AIR RELIEF " "ALVE NOT TO SCALE v DRIPLINEC'u" NNECTION UD D% RIrF_-`�`LINE LAYU" U'T (T y UB D_" RIPLINE LAYCD"UT (TYP) NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free WESTERN MUNICIPAL WATER DISTRICT MERIDIAN SHEET NO. 811 J. VAN BUREN BOULEVARD PHASE 11 for the 9 3 yc. #2009 ............ ............. ..... ... ...... ......... L3 . 1 ........ .... . .......... . of buded .. ...... ... . . ......... .. . . . .. uulty line& 8841 RESEARCH DR ..... ... S aturs IRRIGATION DETAILS Don't diaupt 10/21/16 SUITE 200 WESTERN vital WACO. 14205 MERIDIAN PARKWAY (Date) AL 'e, IRVINE-CA 92610 MNWD SUBMISSION 0INIP OF XX SHTS 05/31/17 10.21.16 RIVERSIDE, CA. 92518 Exp. Dat® MJP REVIEW 09.09.16 DISTRICT STA. 649+00 to 657+50 ,nm wav= DAYS ODM YOU DIG 949,387.1323 DING. NO.: C RIDGELAXOM MARK DATE (9 51)571-7100 (BUS) (951)571-0590 (FAX) 7�----------- 21,11 -------- -- I a- ch 12 1 10 \ 11 SECTION vlEw 1 1 2 LlJ LO 15� ill �i�l�u..�1� d,a' QI,�1 xl�, f`S F: -III'I I I-1 �' III-III-I __- 3 - MIN. - - ' 111=I I I {' 12 2 1 I_I I 1=1 I II 8 MAX. = 3 �=III=1 III-1 11- 3 =1 I I I I I-1 1- 2 Ld I- -1111 1111 =m- 111- 3 11 - 4 7 11 FLOW 4 APP/40X. 5 8" ® � P P P I I 2�� IN.( 2" /N. 6 V) 1® I I 4"MIN. Ld ry 4"MIN. 5 Q ® 10 PIPE DIAMETERS I FLOW 5 I S I 4 PIPE DIAMETERS 1 ® `�. 7 g SECTION VIEW $ 7 DIMENSION'A' -SENSOR DIMENSION 'B' 12 Q h ONO R ELBOWS VALVES, IREDUCERS THIS AREA _I 10' MINIMUM TO POTABLE MAINLINE IN STREET 5 ry LIJLEGEND: EXAMPLE: FOR 1.5" FLOW SENSOR: 4 a a ° a r m >_ DIMENSION (A)=(1.5"x 10)MINIMUM 15" - a ° Q _ SECTION VIEW - NOT TO SCALE Z 1. FINISHED GRADE. 8. LANDSCAPE FABRIC. LEGEND: DIMENSION (B)_(1.5°x 5)MINIMUM 7.5" Z 2. SCH 80 PVC NIPPLE - LENGTH AS REQUIRED, 9. 1/2" ROUND WASHED PEA GRAVEL- ® � 3. SCH 80 PVC UNION. MINIMUM 4" DEPTH WITH 2" MINIMUM 1. (PURPLE) "RECYCLED WATER" PLASTIC 7• PVC MAINLINE TO MASTER VALVE -SEE LEGEND =III I I I -I II II I -III- I I I I I I- Z U 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS CLEARANCE. RECTANGULAR VALVE BOX WITH BOLT FOR TYPE, SIZE PER PLAN. 9 $ 7 O w 10. BALL VALVE - SEE LEGEND FOR TYPE. DOWN COVER, USE STAINLESS BOLT NUT 8. SCH 80 REDUCER COUPLING -SIZE PER MAINLINE I II I - I I I IIII-III- I I II I I I -_ REQUIRED (QTY. 2 REQUIRED). < m 5. PVC MAINLINE (PURPLE)WITH WORDS INSTALL SHUTOFF HANDLE AND WASHER- HEAT BRAND "FS" ONTO LID. AND FLOW SENSOR (2 REQUIRED). -I I- I I I III-I I I I I I-I ( I I ) ( ( -III- LEGEND: ry < "RECYCLED WATER-DO NOT DRINK" - DEPTH PERPENDICULAR TO BOX LID. 2. FLOW SENSOR-SEE LEGEND FOR SIZE AND 9• 1-1/4" SCH 40 PVC WIRE CONDUIT WITH SWEEP 1. METER BOX WITH METER. PER SPECS. 11. PLASTIC LABEL ATTACHED WITH NYLON TYPE. ELBOW TO CONTROLLER LOCATION. I I 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE TIE. LABEL TO READ "RECYCLED 3. MAINLINE -SIZE PER FLOW SENSOR, 10. FINISHED GRADE. SET TOP OF VALVE BOX Y" = I I I- II ( -I II I-I ( I I-III- I I (- 2. SIDEWALK. W a USED TO RAISE MAINLINE FOR BALL VALVE WATER-DO NOT DRINK" IN ENGLISH AND LENGTH AS REQUIRED PER MANUFACTURE ABOVE GRADE IN TURF AREAS AND 1-1/2"ABOVE - L WITHIN 12" OF FINISHED GRADE. (QTY. 4 SPANISH. RECOMMENDATIONS. GRADE IN SHRUB/GROUNDCOVER AREAS. I I ( -I II I I II I I I I I II I I II 1_1 I I I II 3. CURB. REQUIRED) 12. (PURPLE) "RECYCLED WATER" PLASTIC 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, 12. WIRE CONNECTOR WITH 3MTM SCOTCHCASTTM ® �_ 7. NOMINAL SIZE SOLID BRICK )QTY. 4 REQUIRED RECTANGULAR VALVE BOX WITH LOCKING ONE AT EACH CORNER). CONNECTOR SEALING PACK 357OG-N (4 REQ. ( ) LEGEND: 4. POTABLE SERVICE LINE. - ONE AT EACH CORNER OF VALVE BOX). COVER, USE STAINLESS BOLT, NUT,AND 5. LANDSCAPE FABRIC. PROVIDE MINIMUM 24"WIRE EXPANSION COILS 1. BASKET STRAINER, REFER TO LEGEND FOR TYPE. WASHER. HEAT BRAND "BV" ONTO LID 6. 1/2" ROUND WASHED PEA GRAVEL - AT FLOW SENSOR. � LaJ U 2. LOCKABLE ENCLOSURE, REFER TO LEGEND FOR TYPE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. 0 MARKED FOR"RECYCLED WATER". MINIMUM 4" DEPTH. 12. (PURPLE) "RECYCLED WATER" PLASTIC LABEL 3. FLANGE, (SIZE VARIES) ATTACHED WITH NYLON TIE. LABEL TO READ J NOTES: "RECYCLED WATER-DO NOT DRINK" IN ENGLISH 4. BRASS NIPPLES (LENGTH VARIES, 3 REQUIRED, LINE SIZE) NOTE: A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF NOTES: 5. BRASS / BRONZE BALL VALVE. A. USE SCH 80 PVC FITTINGS. AND SPANISH. 6. FINISH GRADE. I � FINISHED GRADE. (FOUR REQUIRED) VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF _ ® L B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. B. SET TOP OF VALVE BOX %"ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" 7. BRASS /COPPER MAINLINE FROM WATER SOURCE. POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" 05 Z C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER/SHRUB AREAS WHERE 9. BRASS /COPPER MAINLINE TO MASTER VALVE AND FLOW SENSOR. ASSEMBLY FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE � ® - D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. FROM POTABLE MAINLINE IN STREET. Ld U INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE - INSTALL VALVE CENTERED IN BOX. POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. 10. 6" THICK CONCRETE PAD. ® E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. 11. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. V) ABOVE LATERAL LINE DEPTH. 12. 1/2" MPT DRAIN VALVE. U F. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. NOT TO SCALE cnU Z > U NOT TO SCALE NOT TO SCALE NOT TO SCALE 0-- d a � 14 11 10 3 4 1 2 1/2" 15 13 12 2 4 17 5 16 I� I� I� 12 II 3 3 I�II��I� =1 I I=I I (- _�_) I I �__! I (=1 11-11 I- - _ -_ Ed 111-111= = III-III-I - _ _ I=III=III ES I I=III=11 $ -I i 1=1 I F1 IN I I I-I I 11=1 I I_I = G... � III=1 I I I0 B B _III-I -III®III III- 11 I-)� - _ 15 1-�1 1 7 =1 1� 17 30" Max 4 1 11= 5 12 Min 6 1 16 6 - III ' 14 I (Refer to Lacd Codec) a - 7 315 2" MIN. 14 - 2 �5 _ B _ ° °C°oat °®°� 1 I yr; 11=1 1 1=111=11 I-I 11=1 1 I 8 ° ®® ®® U, 2---ng g 2 12 I ''_ 'p, , f, I 1=1 I I-1 11=1 11=1 I ® ® ° 10 11 13 12 16 I ) ( B �. _ I I=1 I I=1 I I=111=1 I I=1 LEGEND: SECTION VIEW �� •;�...�`a.,-� III=1 I I=1 I I=1 I I=111 v;��•y�r=-:a::,. = :;,> - _ _ _ - ".'; •`•,,,.. . LEGEND 1. FINISHED GRADE. 1. PVC MAINLINE 10. PVC MAINLINE TO FLOW SENSOR 11 SECTION VIEW 10 SEE LEGEND FOR TYPE 2. (PURPLE) "RECYCLED WATER" PLASTIC RECTANGULAR SUPER JUMBO VALVE BOX 30"L x 11. FINISHED GRADE 3 SECTION/ELEVATION 3 18"W X 17"H, WITH LOCKING PURPLE COVER, USE STAINLESS BOLT, NUT,AND WASHER. 2. 6" MINIMUM DEPTH PEA GRAVEL HEAT BRAND "FI" ONTO LID MARKED FOR "RECYCLED WATER". 3. SCH 80 PVC FEMALE ADAPTER(2 REQ.) 12. PLASTIC RECTANGULAR VALVE BOX WITH NOTES: PURPLE LOCKING COVER, USE STAINLESS BOLT, LEGEND: 3. PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB. A. CONCRETE SLAB SHALL BE MINIMUM 6" LEGEND 4. EZ-FLO SHUT OFF VALVES. 4. LANDSCAPE FABRIC NUT,AND WASHER. HEAT BRAND"MV"& 1. BACKFLOW ENCLOSURE -SEE THICK, 18" WIDE,AND EXTEND MINIMUM O LEGEND FOR TYPE. 1. DECODER WIRES. 10. "PURPLE" RECTANGULAR SPECIFICATION GRADE 5. EZ-FLO FERTILIZING SYSTEM, SEE LEGEND FOR SIZE. 5, MASTER CONTROL VALVE CONTROLLER LETTER ONTO LID. 8" PAST THE BACKFLOW ASSEMBLY 2. 5/8-INCH X 8-FOOT COPPER VALVE BOX WITH COVER. SEE LEGEND FOR TYPE TM 2. R/P DEVICE -SEE LEGEND FOR TYPE. 6. (FERTILIZER OUT) CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING 13. WIRE CONNECTOR WITH 3MTM SCOTCHCAST PIPING. GROUNDING ROD: GROUNDED TO 11. SOLENOID WIRE (1 OF 2.) 3. BRASS BALL VALVE. 10 OHMS OR LESS. 12. WIRE CONNECTOR WITH 3fV1TM SCOTCHCASTTM CAP AND COUPLING. 6. SCH. 80 PVC NIPPLE CONNECTOR SEALING PACK 3570G-N, PER CALSENSE B. IF BACKFLOW ENCLOSURE IS SPECIFIED 3. 2-WIRE CABLE TO NEXT DEVICE CONNECTOR SEALING PACK 3570G-N, PER 7• (WATER IN) CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND LENGTH AS REQUIRED (3 REQ,) SPEC, (4 REQ.) 4. BRASS ELL (TYP.) IN THE LEGEND, THE CONCRETE SLAB COUPLING. 7. SCH. 80 PVC UNION 5. BRASS RISER- LENGTH , I REQUIRED. SHALL BE THE SIZE REQUIRED BY THE (FIELD DECODER, ;POC DECODER, CALSENSE SPEC. (4 REQ). 14. WHITE WIRES TO SOLENOID 6. PRESSURE REGULATOR, IF SPECIFIED OR CONTROLLER)WITHIN 1-1/4" 13. FIELD DECODER: CALSENSE, MODEL CS-2W-2ST. 8. 1/4" TUBING CLAMP - BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS. MANUFACTURER. CONDUIT. 14. GREEN WIRE FROM DECODER TO CADWELD' 9. APPROVED BACKFILL. 8. CHRISTY'S RECYCLED WATER WARNING 15. DECODER(ADDRESS ="MV") - SEE LEGEND FOR TYPE. C. BACKFLOW PREVENTION DEVICE 4. COMMUNICATION WIRE TO ONE-SHOT' CONNECTOR ON GROUNDING ROD. 10. PVC MAIN LINE TO VALVE MANIFOLD. TAG AND VALVE STATION #I,D. TAG 7. CONCRETE SLAB -SEE NOTE BELOW. ASSEMBLY SHALL BE INSTALLED IN DECODER. 15. CADWELD'ONE-SHOT' GROUNDING CONNECTOR. 11. EZ COUPLING CONNECTOR - INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW, ATTACHED TO VALVE BONNET BOLT, 16. BLUE WIRES TO 2-WIRE COMMUNICATION PATH 8. SCH 80 FEMALE ADAPTER. ACCORDANCE TO GOVERNING CODES MAINLINE TO MASTER VALVE. 5. IRRIGATION MAINLINE. 16. CHRISTY'S RECYCLED WATER WARNING TAG SIZE PER MAINLINE. 9. NOMINAL SIZE SOLID BRICK(4 REQ.) 17. 2-WIRE COMMUNICATION PATH WITHIN 1-1/4" 9. AND ORDINANCE. 6. 3/4"CRUSHED GRAVEL. AND VALVE STATION #I.D. TAG ATTACHED TO 12. 1/2" ROUND WASHED PEA GRAVEL (MINIMUM 4" DEPTH). PVC CONDUIT/SWEEP ELL. 10, SCH 80 PVC NIPPLE -6" MINIMUM. D. WRAP SUBSURFACE BRASS PIPING 7. REMOTE CONTROL VALVE, VALVE BONNET BOLT. 13. LANDSCAPE FABRIC. NOTES: 11. 12"x12"x12" CONCRETE THRUST WITH 10 MILL UPC PIPE WRAP. 8. VALVE ID TAG. 14. INLINE THREADED BRASS CHECK VALVE, SIZE PER MAINLINE. A. WIRES MUST EXTEND MINIMUM 24"ABOVE VALVE BOX FOR SERVICE. BLOCKS -TWO REQUIRED. E. PROVIDE 6" CLEARANCE ALL AROUND 9. FINISH GRADE OR TOP OF MULCH. 15. PVC MAIN LINE FROM P.O.0 EQUIPMENT. 12. SCH. K HARD COPPER IRRIGATION ENCLOSURE. SLOPE TO DRAIN AWAY B. SET TOP OF VALVE BOX 1/2"ABOVE FINISHED GRADE IN TURF AREAS AND SERVICE LINE. AND FINISH WITH 1/4" ROUND OVER. 16. NOMINAL SIZE SOLID BRICK(4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX). 1-1/2"ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. 13. IRRIGATION WATER METER. F. INSTALL ACCORDING TO NOTES: 17. (PURPLE)"RECYCLED WATER" PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO READ C. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. 14. BRASS UNION. "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH. MANUFACTURER'S INSTRUCTIONS. A. EVERY 300-350 FEET WITH ONE 5/8-INCH X 8-FOOT COPPER GROUNDING ROD PER IRRIGATION 15. WYE STRAINER-SEE LEGEND FOR PROVIDE ADEQUATE CLEARANCE FOR CONTROLLER AND DECODER. #6 AWG SOLID COPPER WIRE FROM THE COPPER ROD TO THE FIELD NOTE: D. USE SCH 80 PVC FITTINGS. TYPE COMMON (WHITE WIRES IN THE BLACK HARNESS)OF THE CONTROLLER/DECODERS ON 2-WIRE PATH. MAINTENANCE. ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION B. PLACE 2 FEET OF EXTRA COILED WIRE IN EVERY VALVE BOX FOR EASIER SERVICING. ITEM 11 IS PURCHASED SEPARATELY, SIZE ITEM 11 PER MAINLINE. ABOVE MAINLINE DEPTH. UP R E M U`T E C 0"N T R U` L %V A L IV'E NOT TO SCALE NOT TO SCALE NOT TO SCALEBACKFLOW D" E" "ICE NOT TO SCALE NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free WESTERN MUNICIPAL WATER DISTRICT MERIDIAN SHEET NO. 811 ® J. �' VAN BUREN BOULEVARD PHASE II - for the I int Esc, 02a09 of buriedL3 . 2 utlity lit �e 8841 RESEAR(H DR Don't di pt {S ®ture 10/21/,6 SUITE 200 iIRRIGATIONDETAILS (Date) 14205 MERIDIAN PARKWAY WESTERN 05/31/17 IRVINE°(A 92618IpAL Wgrd= Exp. Date 949,387.1323 MNWD SUBMISSION 10.21.16 RIVERSIDE, CA. 92518 OF XX SHTS DAYSGEFM YOU DIDOF C�L�F� MJPA REVIEW 09.09.16 DISTRICT 4p 657+50 RIDGEIA.(OA1 DMG. NO.: MARK DATE (951)57'1-7'100 (BUS) (951)571-0590 (FAX) r ryn Il LEGEND: 7 1 2 3 5 <C 2 1. IRRIGATION MAINLINE. LLl _ _ _ i S 3 2. SCH 80 PVC TEE, SxSxT MAINLINE 1 _ 'I ,,III-1 � X MANIFOLD SIZE. _I 11=1 I I-1I I 4 6 I- 11=1 I I-I I1=1I I- llj (I I III-I I I-I 11-1 P 111-111 �v Z 3. PVC BALL VALVE PLACED WITHIN CONTROLLER TWO-WIRE '-III=1 �\ PLASTIC RECTANGULAR VALVE CABLE 1� 5 BOX, TYPICAL. 16 911 9 2" MIN. ® 15 4. SCH 80 PVC UNION. SECTION VIEW Uj MAXIMUM MAXIMUM MAXIMUM z < 5. MINIMUM 12" SEPARATION �- 300 FEET 300 FEET 300 FEET 14 10 BETWEEN ALL VALVE BOXES. GROUNDING GROUNDING GROUNDING COMMUNICATION 17 11 � 0 4 6. REMOTE CONTROL VALVE PLACED #14 GAUGE #14 GAUGE WIRES _ WITHIN PLASTIC RECTANGULAR 2-WIRE CABLE 2-WIRE CABLE BLUE SOLENOID ® Z 100�� VALVE BOX, TYPICAL. WIRES 12 WIRES 13 --------------------------, 1 .OUTLETS(2)1"FPT I I 1— 7 7. IRRIGATION SUB-MAINLINE. WIRE INLET I-1/2"FPT 1 QQ m � ,� 8. LATERAL LINE TO SPRINKLERS. CONNECTORS t-`' :.�;>.: - -� RCS/ I I DRIP NONE ASSEMBLY FOR WIRE 114-1/4"012" I DEMANDS 14 GPM AND GREATER. � 1 10-1/2"±1/2" 1 ORANGE CONNECTORS z � g 9. HARDSCAPE EDGE. INSTALL DECODER/ DECODER/ DEC®DER/ GREEN 1 1 ® MAINLINE 18" OFF OF HARDSCAPE RCV GROUNDING RCV GROUNDING GROUNDING RCC GROUND WIRES I 150-PESB 1-1/2"RCV 1 Q U EDGE. ROD ROD ROD I I _ � CADWELD WIRE BLACK 1 - ------------------------ PLAN VIEW a- �' ® 10. 1-1/2" SCH 40 PVC PIPE AND MAXIMUM MAXIMUM 'ONE-SHOT' WIRES SOLENOID Q FITTINGS. I 7000 FEET 7000 FEET WIRES INSTALL (1) BASKET FILTER FOR DEMANDS (1 - 13 GPM. U 1 O = - I INSTALL (2) BASKET FILTERS FOR DEMANDS (14- 35) GPM. V) 11. QUICK COUPLER SWING JOINT. III- - DECODER LEGEND: w _ 1. 2-WIRE DECODER AND CONTROL WIRE CONNECTIONS-S 12. QUICK CS 2W-2ST EE LEGEND FOR WIRE CONNECTOR TYPE PROVIDE � � Q K COUPLER VALVE PLACED - RCV WITHIN A PLASTIC 10" ROUND WIRE 24"COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE WITH (PURPLE) HANDLE -SEE LEGEND FOR TYPE. _® 11 VALVE BOX. QUICK COUPLER CONNECTORS 3. BASKET FILTER. III II-III-11 U MANIFOLD TO BE SEPARATE FROM I I-) I _III-) I I 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1"VALVE) (4 REQ. FOR 1-1/2"VALVE) ® 12 RCV MANIFOLD. NOTES: 5. PVC SCH 80 UNION.(1 REQ. FOR 1"VALVE) (2 REQ. FOR 1-1/2"VALVE) LLJU 1. SURGE PROTECTION GROUNDING SHOULD BE INSTALLED EVERY 300 FEET OR FOR III I I� GROUNDING 6. PVC SCH 80 NIPPLE-LENGTH AS REQUIRED, TYPICAL. EVERY EIGHT DECODERS ON TWO-�JUIRE PATH. R®® 7. (PURPLE)"RECYCLED WATER" PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS ��I I I BOLT, NUT,AND WASHER, HEAT BRAND"RCV"&CONTROLLER STATION NUMBER ONTO LID. J Q NOTES: PLAN VIEW 2. GROUNDING TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE 8. FINISHED GRADE-SET TOP OF VALVE " A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. FIELD (STAR CONFIGURATION). VE BOX / ABOVE GRADE IN TURF AREAS AND 2"ABOVE GRADE IN SHRUB/ F- � B. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER/SHRUB AREAS WHERE POSSIBLE. GROUND COVER AREAS. 3. GROUNDING EQUIPMENT: 518-INCH X 8-FOOT COPPER GROUNDING ROD. INSTALL INSTALL IN TURF AREAS ONLY WHEN THERE IS NO ADJACENT GROUNDCOVER. 9. (PURPLE)"RECYCLED WATER" PVC LATERAL LINE TO DRIP SYSTEM. LL_ ONE (1) GROUNDING ROD AT THE FIRST"RCV"AND LAST "RCV" ON ALL MAINLINE NOTES: 10. NOMINAL SIZE SOLID BRICK-4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. C. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER/SHRUB AREAS, END RUNS AND EVERY 300 FEET ALONG 2-WIRE PATH PLACED WITHIN VALVE BOX 11. 1/2" ROUND WASHED PEA GRAVEL-MINIMUM 4" DEPTH. cf) Q SET%"ABOVE FINISH GRADE IN TURF AREAS. 1. CS-2W-2ST COMES WITH A BUILT-IN SURGE PROTECTOR. REFER TO U LjjCONNECTED TO "RCV" DECODER. DO NOT SPLICE 2-WIRE PATH FOR GROUNDING. 12, LANDSCAPE FABRIC. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. DECODER CONNECTION WIRING DIAGRAM FOR GROUNDING INSTRUCTIONS. 13. PVC SCH 80 NIPPLE " LENGTH, HIDDEN AND PVC SCH 40 ELL. ( ) 12 1E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION / 14. (PURPLE)"RECYCLED WATER" PVC MAINLINE - DEPTH PER SPECIFICATIONS. O ® < COLLAPSE. 2. GROUNDING SHALL BE 10 OHMS OR LESS. 15. PVC SCH 80 NIPPLE. (LENGTH S REQUIRED) F. HEAT-BRAND APPROPRIATE CONTROLLER LETTER AND STATION NUMBER ONTO VALVE BOX LID. 16. PVC SCH 80 ELL. U NOT TO SCALE 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION #I.D. TAG ATTACHED TO VALVE BONNET _117 ® V) NOT TO SCALE BOLT. ® 1= z > UW i I NOT To SCALE I < 0 U I NOT TO SCALE e a_ rz 0 0 1 2 =:....:IT STEPS TO EXTENDING THE SYSTEM: o - 1 dl Irl; �, ,1Y Y �. 1. TAP AND EXTEND MAIN LINE. �V�hIV�I� I id 1,II1(I( 2. SPLICE INTO WIRE AND EXTEND. 3. PROGRAM BLANK DECODER TO NEW STATION ADDRESS. 1 qr" >lAAA1t . I_I I I_I I 4. INSTALL NEW VALVE AND DECODER. LEGEND: 5. ENTER NEW STATION #(DECODER ADDRESS)AT CONTROLLER. 2 _III-II 0 0 I= 4 8 / `�'` 9 1. VALVE BOX. - 15 lullnl-1 5 (K p 5DECODER 7 -`� 3 2. 3M EPDXY N, ING '2 WATERPROOF WIRE 14 ' I ® � ' ' CONNECTORS, SEE 1111.1 13 4"MIN. DECODER ti I LEGEND FOR TYPE. 3 12 ,f ' (ADDRESS ® °ST2' 4 3. STRIP BACK 6" OF °°DIS#05 #3 A�° OUTER WIRE JACKET 11 7 L VALVE EW ( _ °sT1°) (STA TO TO EXPOSE (STA #S) (ADDRESS EW® "STS') � CONDUCTORS FOR 13 COIL #R TESTING WITH CLAMP (SrA711M 02) 6 5 METER. EXTENDING THE SYSTEM 4. TWO-WIRE PATH FROM 4 SECTION VIEW 10 9 $ L VALVE#1 0 CONTROLLER OR l#1) CONTROLLER- PREVIOUS VALVE 3 SECTION VIEW (#14/2 AWG). 6 LEGEND: °E R 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY 7. LANDSCAPE FABRIC. (ADDRESS ` 'ST4') R VALVE -_® _- 120 VAC PDXR_,.� 0 5. 2-WIRE DECODER. 5 CONNECTION. KEY MUST CLEAR VALVE BOX,AS 8. #4 REBAR -36" MINIMUM LENGTH. 3 3 SHOWN. 9. PVC MAINLINE -SEE LEGEND FOR 6. CONTROL VALVE (24 2. (PURPLE) "RECYCLED WATER" PLASTIC 10" ROUND TYPE. - �-M PATH#2 VAC). VALVE BOX WITH LOCKING COVER , USE STAINLESS 10. PVC SCH 80 TEE OR ELL. BOLT, NUT, AND WASHER . HEAT BRAND "QCV" ONTO LID 11. BRASS NIPPLE, 6" MINIMUM LENGTH CONMVrE PAT° #1 7. TWO-WIRE PATH TO iSrA #4) MARKED FOR "RECYCLED WATER". 12. NOMINAL SIZE SOLID BRICK SUPPORTS L #} NEXT VALVE (#14/2 �) 3. FINISHED GRADE. (3 MINIMUM REQUIRED -SPACEDDECODER v ° AWG). 6 4 4. PLASTIC LABEL ATTACHED WITH NYLON TIE. LABEL TO EQUALLY). �v� °) READ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH 13. BRASS ELL- 2 REQUIRED. �® aTY sl CE-J/ 8. WIRES TO VALVE LEGEND AND SPANISH. 14. BRASS NIPPLE, LENGTH AS REQUIRED. SOLENOID. 1. CONTROLLER. REFER TO LEGEND FOR SPECIFICATION. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 15. QUICK COUPLING VALVE WITH 2. 2-WIRE CABLE (PATH) WITHIN 1-1/4" CONDUIT. 6. 1/2" ROUND WASHED PEA GRAVEL - MINIMUM 4" DEPTH. (PURPLE) RECYCLED WATER LOCKING NOTES: SECTION VIEW - DECODER (ENLARGEMENT) 9. WIRES TO TWO-WIRE 3. 2-VALVE DECODER WITH LINE SURGE PROTECTION. INSTALL GROUNDING ROD @ CAP - SEE LEGEND FOR TYPE. PATH. 300 FOOT MAXIMUM INTERVALS ALONG 2-WIRE PATH AND AT END OF EVERY NOTES: A. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. MAINLINE/WIRE RUN. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. 4. GROUND ROD. MIN. 10 OHMS RESISTANCE REQUIRED. B. SET TOP OF VALVE BOX 1-1/2"ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER/ C. LEAVE A MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE POINTS. 5. DECODER-TO-VALVE WIRE, SHOWN AS GENERIC/DIAGRAMMATICAL ONLY. SHRUB AREAS, SET %"ABOVE FINISHED GRADE IN TURF AREAS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE = 100 FEET 6. ZONE VALVE (TYP.) C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. INSTALL 2-WIRE CABLE WITHIN 1-1/4" PVC CONDUIT. NOT TO SCALE D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. F. GROUND SYSTEM PER MANUFACTURE RECOMMENDATIONS. Uv I NOT TO SCALENOT TO SCALE l (TYFr_-,IC_%AL) I I I I NOT TO SCALE NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free 811J. WESTERN MUNICIPAL WATER DISTRICT MERIDIAN SHEET No. for the lowtion arc. 02909 0 VAN BUREN BOULEVARD PHASE H of buried utiity lines. 8841 RESEARCH DR . ... .. . .......... L3 . 3 Det disrupt (s ' otur® TIDETAILS 10/21/16 SUITE 200 (Dat®) o5/31/17 IRVINE•(A 92618 14205 MERIDIAN PARKWAY WESTERN MNWD SUBMISSION , 1 10.21.16 PAL Exp. Date , . 9251 OF XX SHTS TWO WON= DAO 949.387.1323 RIVERSIDECA 4r` CPs�-`FC� MJPA REVIEW 09.09.16 DISTRICT -}. .� MARK DATE (951)5717100 (8415 (951)571-0590 (FAX) 2/2!/�00 a- LO 6 "1 , 1 P"I , I WI a- IIE��IIFEIIFE�I < 1-11 FEI I IHEI I IE LEGEND: MINIMUM COVER OVER SIDE VIEW FRONT VIEW -1 E�d I I=I I I=I I F7] ..................... ...... ....... ............. ................... .. ........ Ed 1 FEI I 1_1 ............... .... EI I F1 I IEE > I FEI I 1=1 I F RECYCLED WATER LI 1. FINISH GRADE. .......................... ........ 14 8 1.FLEI I FLEI III I I IEJ I F (MUST MEET CITY AND �I I F:I I 1=1 I 1= < FEI I F- COUNTY RE UIREMENTS I E�� FE 3 F - 2. 3"WIDE, PURPLE RECYCLED z /74\ III= WATER, DETECTIBLE METALLIC Lli 17 WARNM k, 10 2 MARKING TAPES. POTABLE WATER LINE 6 15 =1 I IE1 I EEI ..... . ................ .... F.LI F=-. .LI :F�._. 1 3. "PURPLE" RECYCLED WATER PVC I 1=1 I F-1 I F . ....... ... ........ �T PIPE NON-PRESSURE LATERAL ... 2 II z F-I I 1=1 I z 12" MINIMUM REQUIRED LINE PIPE FROM IRRIGATION HEAD < TT ..... .......... VERTICAL SEPARATION �9 I EEI I I-=I I 1= TO IRRIGATION HEAD. WHENEVER .. ...... . .. @ 5 U5 A4 .......... V) THE LINES CROSS THE POTABLE E10 Ed I IE11 I F11- F I F 4.. ......4.. ...... .......... LLJ Q:f PIPE, NO SLEEVE IS REQUIRED. 11- r- 2 -III-III-III�E = ..................*.,.,. < 000IE-1 I I IEI I < 12" 1=1 I 1=1 I Fd I 01 01 4. "PURPLE" RECYCLED WATER PVC Q 01 5 1 I�J I II I I III PIPE PRESSURE MAINLINE PLACED IT < F__ 6WITHIN SLEEVE cy- 7 SECTION VIEW 7 5. CONTROL WIRES. TAPE AND m 3 5 F- BUNDLE TO MAINLINE @ 10' O.C. A B c SECTION VIEW DIMENSION A 8 8 1 IE�I I M I I=. . . z 0 N` - 6. POTABLE WATER LINE. 3/4"TO 3" IN SIZE 12" 18" E7 r z J 9 9 LEGEND: 4 I I=III=III=III=III= 7. CONTROL WIRES PLACED WITHIN 4"TO 6" IN SIZE 181, 24" 0 LLJ I— _j 13 10 1. 1/2" ROUND WASHED PEA GR SLEEVE FOR PAVING AND LEGEND: < m GRAVEL - MINIMUM 4 INCH DEPTH. HARDSCAPE CROSSINGS. cr_ < U 2. SOIL SEPARATOR FABRIC. 1. FINISHED GRADE. C) 11 3. PVC SCHEDULE 80 ELL ON MAINLINE OR MANIFOLD. _j 2. CLEAN COMPACTED BACKFILL. C5 n 12 4. MAINLINE -SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. 3. UNDISTURBED SOIL. Ld0- 1- 5. NOMINAL SIZE SOLID BRICK SUPPORTS. (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX) 4. (PURPLE)"RECYCLED WATER" PVC LATERAL LINE PIPE, WITH WORDS "RECYCLED < 'j 6. FINISHED GRADE - SET TOP OF VALVE BOX 1/2"ABOVE FINISHED GRADE IN TURF AREAS AND SECTION VIEW - NOT TO SCALE WATER-DO NOT DRINK" -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 1-1/2" IN SHRUB/GROUND COVER AREAS. 5. (PURPLE) "RECYCLED WATER" PVC MAINLINE PIPE, WITH WORDS "RECYCLED 0 SECTION VIEW 7. PLASTIC RECTANGULAR VALVE BOX. HEAT BRAND "STUB" ONTO LID. NOTES: WATER-DO NOT DRINK" -SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE. 0 8. EXPANSION WIRE LOOP, 36" MINIMUM LENGTH FOR ALL WIRES. A. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE 6. CONTROL WIRES. TAPE AND BUNDLE TO MAINLINE @ 10- O.C. LLJ 9. SPARE 2-WIRE CONTROL WIRES WITHIN 1-1/4" PVC CONDUIT WITH SWEEP ELLS. RECYCLED LINES SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC 7. TWO 3"WIDE, (PURPLE) "RECYCLED WATER", DETECTIBLE METALLIC MARKING 0 LEGEND: 10. WATERPROOF WIRE CONNECTOR TO PROTECT CONDUCTOR ENDS. SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. < 71 11. PVC PIPE MAINLINE CAP. B. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED _j < IMMEDIATELY ON TOP OF MAINLINE AND ONE 12"ABOVE THE TOP OF MAINLINE. _j :2 1. ENCLOSURE FLIP-TOP LID, SHOWN OPEN. PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. D!f C. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE NOTES: 0 2. CALSENSE CONTROLLER PANEL, MOUNTED FLUSH ON FACE OF ENCLOSURE NOTES: WATER LINE. LL_ AT A 25° ANGLE FOR EASY ACCESS AND VIEWING. A. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER/SHRUB AREAS WHERE D. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS V) z M A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. SPECIFIED. cCr0 OTHER TRADES. LA 0 3. MODEL SSE STAINLESS STEEL ENCLOSURE MODEL SSE-R (WITH DOME B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER SHRUB > B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE @ 10' O.C. ANTENNA). AREAS, SET Y2"ABOVE FINISH GRADE IN TURF AREAS. 0 0 C. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR C. TIE A 24" WIRE LOOP IN ALL WIRING AT CHANGES IN DIRECTION. NO, V) 4. GFI OUTLET AND SWITCH. DEFORMATION /COLLAPSE. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. 0 NOT TO SCALE Ld < _r V) 5. CALSENSE TP-1 TRANSIENT PROTECTION BOARD. 0 Ld Ld f'% M A NOT TO SCALE > 6. #6 AWG GROUNDING WIRE CONNECTED TO GROUND LUG. IN NOT TO SCALE REUT y _`E IN "TALLATI " N 0 I " LINE AND- WIRE STUB-0-NUT CLED [-*,UTABLE PIPE CRO"SSINe P I F-P Z 01-- < of U NON-VEHICULAR PAVING VEHICULAR PAVING _j n < 7. 120 VAC JUNCTION BOX (INCLUDED WITH ENCLOSURE). CL a- a� < a- 8. FINISHED GRADE. 2 1 12 12 9. MOUNTING BOLTS (BOLTS AND TEMPLATE INCLUDED WITH ENCLOSURE). 1/2" 3 11 10. 26" X 24" X 8" CONCRETE BASE. r LEGEND 10 - -III I 18 2 24 36" 48" 11 " 2 36" T- 11. '/8" X 8' COPPER GROUNDING ROD AND PVC SLEEVE FOR GROUND ROD. 2 1. LOW VOLTAGE WIRES, SEE LEGEND FOR INSTALL PER MANUFACTURE RECOMMENDATIONS. TYPE. 8 L-IL'I 2. VINYL ELECTRICAL TAPE. 12. SCH 40 ELECTRICAL SWEEP ELL FOR 120 VAC POWER. m I TM CONNECTOR SEALING 13. SCH 40 ELECTRICAL SWEEP ELL FOR LOW VOLTAGE CONTROL WIRES. F 4:-I II 3. 3MTM SCOTCHCAST . .. . . . . . . . . . PACK 35706-N. INSTALL PER MANUFACTURE . ... . . ... . KK� SPECIFICATIONS. 14. LOUVERED VENT. A. . . ... ... 15. PISTON, CONNECTED TO FLIP-TOP. 3 5 . ........ . . . .. . .. . . .. . . .. . 4. WIRE NUT CONNECTOR. WIRES SHALL BE LEGEND: SECTION VIEW .. .. .. . . .. PRE-STRIPPED OF 1/2" OF THE INSULATION . . . .. . . .. . . 00 AND THOROUGHLY CLEANED. JOIN WIRES 1. ROAD PAVING. 8. LATERAL LINE SLEEVES UNDER HARDSCAPE 16. OPTIONAL DOME ANTENNA- MODEL LR-DOME (LOCAL RADIO) MODEL 01 6 . .1.*..*., *.,.*. LR-DOME-RRe (LOCAL RADIO AND RRe RADIO REMOTE OPTION) MODEL 0 0 . . . AND TWIST TOGETHER WITH TWISTING (PURPLE) "RECYCLED WATER" PVC SCH. 40 ------------- RRe-DOME (RRe RADIO REMOTE OPTION). .0 (10 . .. . TOOL PRIOR TO INSTALLING CONNECTOR 2. UNDISTURBED SOIL. PVC PIPE, WITH WORDS "RECYCLED FOR PROPER CONNECTION. THEN TWIST WATER-DO NOT DRINK". 4" AND GREATER 17. WARNING SIGN: "RECYCLED WATER DO NOT DRINK" IN ENGLISH AND f. CONNECTOR ONTO WIRES TO SEAT FIRMLY. 3. SAND BACKFILL. DIAMETER 24"COVER. . . .. .. . . . . .. SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE. 7 4. LATERAL LINE SLEEVES UNDER ROADS , (PURPLE) 9. LATERAL LINE SLEEVES UNDER HARDSCAPE v SECTION VIEW 5. EPDXY FILLED POUCH. "RECYCLED WATER" SCH. 40 PVC PIPE, WITH (PURPLE) "RECYCLED WATER" PVC SCH. 40 /I WORDS "RECYCLED WATER-DO NOT DRINK". 6" PVC PIPE, WITH WORDS "RECYCLED C'NTROLLER A%'0415%SEMBL NOTy TO SCALE DIAMETER OR LESS = 36"COVER. WATER-DO NOT DRINK". 2"-2.5" DIAMETER SECTION VIEW NOTES: 18"COVER. 5. MAINLINE SLEEVES UNDER ROADS , (PURPLE) LEGEND A. WIRES SHALL BE PRE-STRIPPED OF /2" OF THE INSULATION. JOIN WIRES AND TWIST "RECYCLED WATER" SCH. 40 PVC PIPE, WITH 10. 12" CLEAN COMPACTED BACKFILL. 1. RECTANGULAR SPECIFICATION GRADE VALVE BOX WITH BOLT DOWN TOGETHER. WIRE SPLICES MUST BE TWISTED WITH WIRE TWISTING TOOL WITH A WORDS "RECYCLED WATER-DO NOT DRINK". 6" COVER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT MAXIMUM OF TWO WIRES PER TWIST, PRIOR TO INSTALLING CONNECTOR. TWIST DIAMETER OR GREATER = 48"COVER. 11. HARDSCAPE/ PAVING (NON-ROAD). BRAND "PB" ONTO LID CONNECTOR ONTO WIRES TO SEAT FIRMLY. CORRECT WIRE CONNECTIONS ARE 6. PVC SCH. 40 WIRE SLEEVE. 12. (2)TWO 3" MINIMUM WIDTH, "PURPLE" 2. 2-WIRE CABLE. EXTREMELY IMPORTANT. RECYCLED WATER, DETECTIBLE METALLIC 3. FINISH GRADE. 4. 36"WIRE EXPANSION LOOP TYPICAL. B. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A 3MTM 7. MAINLINE SLEEVES UNDER HARDSCAPE (PURPLE) MARKING TAPES CONTINUOUS ALONG 5. BRICK SUPPORTS. SCOTCHCAST TM CONNECTOR SEALING PACK 3570G-N. "RECYCLED WATER" PVC SCH. 40 PVC PIPE, WITH SLEEVE ROUTING, ONE SHALL BE LOCATED WORDS "RECYCLED WATER-DO NOT DRINK". 6" IMMEDIATELY ON TOP OF SLEEVE ATTACHED 6. PVC ELECTRICAL SWEEP ELL. 7. LANDSCAPE FABRIC. C. WIRE SPLICES ARE THE WEAK LINK OF ANY ELECTRICAL CIRCUIT. IT IS ESPECIALLY DIAMETER OR GREATER = 36"COVER. @ 5' O.C. AND ONE LOCATED 12"ABOVE 8. 3/4" CRUSHED GRAVEL, MIN. 6" DEPTH. IMPORTANT TO MAKE PROPER JOINTS IN IRRIGATION SYSTEMS BECAUSE THE JOINTS NOTES: SLEEVE. ARE EXPOSED TO WET AND DAMP ENVIRONMENTS THAT CAN CAUSE CORROSION OF A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR THE COPPER CONDUCTOR, AND PREMATURE FAILURE. CALSENSE RECOMMENDS THE WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER= 18" COVER, 3" - 5-1/2" DIAMETER = 24" NOTES: STRICT USE OF 3MTM SCOTCHCAST TM CONNECTOR SEALING PACK 3570G-N, AS COVER, 6" DIAMETER OR GREATER = 36" COVER-SCHEDULE 40 PVC PIPE. A. SET TOP OF VALVE BOX 1/2"ABOVE FINISHED GRADE IN TURF AREAS. MANUFACTURED BY THE 3M COMPANY, FOR ALL WIRE CONNECTIONS. B. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH B. IN SHRUB AREAS INSTALL VALVE BOX 2"ABOVE SOIL LEVEL OR 1/2"ABOVE MULCH LAYER, A PAINTED SPOT ON THE BACK FACE OF THE CURB OR OTHER SIMILAR MARKING. WHICHEVER IS HIGHER. D. ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIRE PULL BOX. C. EXACT SLEEVE LOCATIONS SHALL BE MARKED ON RECORD DRAWINGS WITH DIMENSIONING FOR IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. NOT TO SCALENOT TO SCALE WIRE PULL BUA WIRE CONNECTU"R z SLEEvE INSTALLATION NOT TO SCALE NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free WESTERN MUNICIPAL WATER DISTRICT MERIDIAN _Tpl &04ew SHEET NO. VAN BUREN BOULEVARD PHASE 11 for no lowtion L3 . &t of buriedrn ....... . utilty air m 8841 RESEARCH DR IRRIGATION DETAILS S aiure ............ Don't dlempt 1012111 51JITE 200 STERN WE Atd s"ci& 14205 MERIDIAN PARKWAY (Date) IPAL Viiii-IIJ! J) 05/31/1 IRVINE-(A 92618 MNWD SUBMISSION 10.21.16 RIVERSIDE, CA. 92518 OF_XX SHTS V Exp. Do DI TRIICT ��, I * 949,387.1323 MJPA REVIEW 09.09.16 STA. .649+00 to 657+50 DWG Nt..- TWO WMIM DAYS SEFM YOU 010 ( - \� c M RIDGELA.COM MARK DATE (951)571-7100 (BUS) (951)571-0590 (FAX) RUA D a � LEGEND: GROUNDING ROD,600' 3 " DIAMETER CIRC C.L. 1. 20" X 30" PURPLE PLASTIC 1 SPHERE OF 12„ RECTANGULAR VALVE BOX. INFLUENCE LLJF 5 2. 12" X 18" PURPLE PLASTIC MAX. 2 D RECTANGULAR VALVE BOX. W 3. 10" DIAMETER PURPLE PLASTIC 1 ¢ RCV y ROUND QUICK-COUPLING VALVE BOX. 25'MAX. 0 � _ 4 EDGE OF PLANTER, WALK, FENCE, ® ® Z N CONTROLLER 5. PURPLE RECYCLED WATER LOCKING LINE 1 V) 2 El® VALVE BOX COVER WITH RECYCLED 1 600' MAX. LLJ WATER WARNING MARKINGS. k, , ® N blue V) NOTES: \ 3 blue �. 2 QRcv / m �- A. CENTER VALVE BOX OVER VALVE TO I-- 4 FACILITATE SERVICING OF VALVE. PLAN VIEW N Z 0 A B. SET VALVE BOXES 1-1/2" ABOVE GRADE IN z MULCH COVER OR GROUNDCOVER/ U Ae DECODER WITH GROUNDING ROD. 2 ¢RCV SHRUB AREAS. SET %"ABOVE FINISH I— _j GRADE IN TURF AREAS. DECODER green/ < ` yellow Imo- U C. SET VALVE BOX AND VALVE ASSEMBLY IN 2-WIRE PATH V) J GROUNDCOVER/SHRUB AREAS WHERE 5 � 3 QCV POSSIBLE. INSTALL IN TURF ONLY IF GROUND ROD Ld ®- 1. EACH SURGE PROTECTOR PROTECTS A < THERE IS NO ADJACENT GROUNDCOVER. 600' RADIUS INCLUDING LATERAL (50 OHMS OR LESS) BRANCHING. U 4 D. SET VALVE BOXES PARALLEL TO ON ANOTHER AND PERPENDICULAR TO EDGE. 2. IF LATERAL BRANCHING IS LESS THAN 25 AN LSP IS NOT REQUIRED. ~ L E. AVOID HEAVY COMPACTION OF SOIL U Z PLAN VIEW AROUND VALVE BOXES TO PREVENT 3. INSTALL GROUNDING AT THE END OF _j Q ALL WIRE RUNS. THEIR DEFORMATION / COLLAPSE. o LJ F. HEAT-BRAND APPROPRIATE CONTROLLER NOTE: & STATION NUMBER ONTO VALVE BOX LID. INSTALL ONE (1) GROUNDING ROD AT THE FIRST"RCV"AND LAST"RCV"ON ALL CIO Z MAINLINE END RUNS AND EVERY 300 FEET ALONG 2-WIRE PATH PLACED WITHIN cr_ ® VALVE BOX CONNECTED TO "RCV" DECODER. DO NOT SPLICE 2-WIRE PATH FOR Ld GROUNDING. USE#6 AWG SOLID COPPER WIRE FROM THE COPPER ROD TO THE 0 ® FIELD COMMON (WHITE WIRES IN THE BLACK HARNESS)OF THE DECODER. NOT TO SCALE (ff R' 'G* E PRU"TECTU" R NOT TO SCALE FIELD SUr U Lj w z > U — I IQ9 U I-- 10" If U1, 5" 3!8" DIAD 1 REQUIRED SIGNAGE FOR (2 PLCS.) >- RECYCLED WATER USE AREAS: Q 45 DEGREE ELL 90 DEGREE ELL IRRIGATED WITH _ mr� RECYCLED WATER ALL USE AREAS ACCESSIBLE TO DO NOT DRIN 3/8" THE PUBLIC SHALL BE POSTED WITH TYP SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC. 2 Ln _ 3 _ INSTALL WITH 3/8" STAINLESS _ - STEEL BOLTS AT A MINIMUM 2 1/2" 5" OF TWO LOCATIONS - LENGTH 3 2 IRRIGACION CON N AS REQUIRED. USE 1" q AGUA REPROCESADA DIAMETER WASHER TO �0 NO LA TOME PROTECT SIGN TEE 5/8" R. BIj=10=III=111"-0111=11IJ—Ill 011= z 1 (4 PLCS) co 1 � 1-1/4" GALVANIZED STEEL U -CHANNEL, OR BOX POST PAINTED WHITE I— N I _ I d _ CONCRETE PLAN VIEW SECTION VIEW- N.T.S. LEGEND: A. SIGN MATERIAL: .063 THICK ALUMINUM (6063T-4) 1. CONCRETE THRUST BLOCK, TYPICAL. B. SIGN FACE: WHITE REFLECTIVE SHEETING 3M DIAMOND GRADE OR APPROVED EQUAL 2. MAINLINE PIPE -SEE LEGEND FOR TYPE. (PER CALIF. D.O.T. MATERIALS SPECIFICATIONS) COLORS: 3. UNDISTURBED SOIL. -WHITE WILL BE USED FOR LETTERING AND THE PICTOGRAM BACKGROUND. -PURPLE (EQUAL TO SPL 71 PERMANENT VIOLET 498) WILL BE USED FOR THE NOTES: GENERAL BACKGROUND. -BLACK WILL BE USED FOR THE PICTOGRAM OUTLINE. A. THRUST BLOCKS TO BE 1 CUBIC FEET OF CONCRETE. -RED WILL BE USED FOR THE "PROHIBIT" SYMBOL. B. THRUST BLOCKS TO BE USED FOR MAINLINE PVC PIPE 2-1/2"AND LARGER. C. SIGN POST INSTALLATION SHALL BE APPROVED BY THE WATER DISTRICTS AUTHORIZED REPRESENTATIVE.. C. WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE. D. SIGN TYPE AND LOCATION OF SIGNS SHALL BE APPROVED BY THE WATER DISTRICTS D. ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000. AUTHORIZED REPRESENTATIVE. NOT TO SCALE NOT TO SCALE NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free WESTERN MUNICIPAL WATER DISTRICT MERIDIAN 00 SHEET NO. 811 � 5 R� VAN BUREN BOULEVARD PHASE II J. for the I Int Lae. 02609 IL3 . 5 utburied �iylines. 8841 RESEARCH OR IRRIGATION DETAILS Don' (®�r�) 1420 ERIDIAN PARKWA1P N IPAL XX -- - Atoll disrupt 10/21/16 SUITE 20Q STERN 05131/17 IRVINE•CA 92618 MNWD SUBMISSION 10.21.16 OF SHTS TWO W=QW �� exp. nate �� 949.387.1323 MJPA REVIEW 09.09.16 RIVERSIDE, OA. 9 51 DWC. NO.. DIS 7RICT + ®�YS 8MM YOU INGF RIDGELAXOM MARK DATE (951)571-7100 (BUS) (951)571®0590 (FAX) 2�� t ' al BAC PLANTING LEGEND PHASE 2 0- / I ,pp, -� ZONE 4 SYMBOL BOTANICAL/COMMON NAME MINIMUM SIZE COMMENTS QTY WUCOLS DETAIL PR OSED TREES: LTJ> � � ..----- ~-_.. C 'HEARTS OF GOLD'/CERCIS 24" BOX FLOWERING 22 MOD. A,B <CHEARTS OF GOLD REDBUD STD. ACCENT TREE (0.4-0.6) L5.1 !- QAC 7v"v v r~ ~_ ~~~~... v vvv v Ld ' ,�.....:�;.._.. .. vvvvvvvv IppI "vvvvvv r ° °°fie d d °°° CINNAMOMUM CAMPHORA/ 36" BOX EVERGREEN 24 MOD. A,B - o v vv v v vvv _ CAMPHOR TREE STD. TREE (0.4-0.6) L5.1 p i vv v LD ®Z ~._... v o 0 v ° vvv v vvv _. ~._._._ U QAC ® OX 95 vovvvvvvvv MAI �•-..v d v°v v°vvv I � � MAGNOLIA G 'LITTLE GEM'/ 24" B FLOWERING MOD A,B Cn DWARF SOUTHERN MAGNOLIA vvvvvvvvv -- ~._._. _._.". vvvv ~__.�"~ _. �� F � � !__� .,., .. , - . _. .. ~~._. w--:�~ .._. _ __._._. .~.... _.~._ STD. ACCENT TREE (0.4-0.6) L5.1 LLL "� ~ _ v :�:� ~. v v v v _._.~._..._._. ._.. _.. ------ v _. Q _.. __..._ �~ ~ Q _.,. " _.~ �u :.'v v v v v v v v v v v ~ ~._.~.~»._.. �._._._. ~~.~._ PISTACIA CHINENSIS / ® ~' 24 BOX. DECIDUOUS 39 MOD -- �� ~ vvvvvvvvvvvvv ® w,. CHINESE PISTACHE STD TREE (0.4-0.6) L5 1 vvvvv vvvvvvvv _ _ w._ _. .-.- _�4vvvvvvvvvvv _..~.. _~ ~. _ Y ~... ~-~. vv ° vvvv vvvvvv . .._. vvvv ....,,._.. ._ ...,w ..-......., - -v v'v vvvvv °v°vv r - `,'Y '_ �/� _ ..�lvvv vv vvvvvvv .- _.. ... k .i _ -. P°_. vvvv vvv w._.�.. � � FE:.�_ ~-' t' ry _._._.._..._..�_. _.._...,_. _ _:_.. - °v v vvvv v v vp v v _ , ._.~.._"_ -- --� ~.~_ MAI �'� QUERCUS ILEX. / 24" BOX EVERGREEN 30 LOW ~ - vvvvvvv vvvv vv _. .. ". v v'� vvvv vvvvvvvv _ ....-._ .�...... .w._.~. _..~.. __ ~. ® HOLLY OAK A,B ,.._.� z _... . vvvvvvvvvvvv vvvv vv �_ ;~.~..,,.._ .~ STD. TREE ( .1-0. ) L5.1 ~ _ - w..~_. .._- ~.._. Pv" v v v v v v v v v v v v v v v v v.v ~.. .,. s a .- .-.- '�7vv vvvvv v v v v °vvv vvv ' _ : -. r ~_ , vvv vvvv vvv ___ , 1 vv ol-1 �.. ww _U S A. YARWOOD / 24 BOX DECIDUOUS 69 MOD : : ...__.._. A/ F- � SYCAMORE STD TREE (0.4-0.6) L5.1 t N ' " AB < c . - . > U _... A _. . ._._ --. --- . I ~ W CL _.w._._.... .._.__._. .._~ _ SED SHRUBS, VINES Of PROPO & ROUNDCOVE , S• ® BACCHARIS P. 'PIGEON POINT'/ 1 GAL. / EVERGREEN 1,068 LOW C,D .~ n._ 11 DWARF COYOTE BRUSH 48 O.C. GROUNDCOVER 1-0. ) L5.1 _.._.._...w. .._.- h r� ~ _ ..�. BAY'/ 476 LOW C,D wow Sam . I CEANOT U _...,_.__.._..._..._..__.. .. ._..._.._...._.._. . .._.__ ANCHOR BA 36 O.C. G OU - ONO= .~ R NDCOVER ( .1 0. ) L5.1 J _ Y ~ _I - _.. ~ NTUS SUNSET a,= wasms / FLOWERING 401 LOW _._ _. G:f -- SUNSET ROCKROSE 36 O.C. SHRUB .1-0. L5.1 ' saw ~ - Ca L� _w F S AL. .- I ORNAMENTAL 798 L V) ATLAS C _...._-..._W.._ ..._.._ .. .. A FESCUE 42 O.C. GRASS - vvvvv UCA MAIRE 1G ,-� vvvvvv �� ORNAME OW C,D } NIFERA I -LIKE 282 vvvvv ° ® ® GIANT HESPERALOE 60 O C SUCCULENT (0.1-0.3) L5 1 0 5 GAL / STRAP LOW C,D U + + NSIS / 364 :w :_ ' ...W: . :w:.N. . :_: . IDE Y_ 0 .. K ` --� '� + + + LANTANA MONTEV 5 GAL / FLOWERING LOW C,D W ' PURPLE LANTANA 36" O.C. SHRUB (0.1-0.3) L5.1 FES � U V) ° °_ MAI Lj v /� 0 o LANTANA'NEW GOLD'/ 5 GAL. / FLOWERING 1,608 LOW C,D Z ® YELLOW HYBRID LANTANA 36 O.C. GROUNDCOVER .1-0. ) L5.1 v 0000 I (0 3 If U v 0- Q ""` p v °° LEUCOPHYLLUM F. 'GREEN CLOUD'/ 5 GAL. / FLOWERING 75 LOW C,D r GREEN CLOUD TEXAS RANGER 48" O.C. SHRUB (0.1-0.3) L5.1 v v QAC ,.w° MISCANTHUS S. 'MORNING LIGHT' 5 GAL. / ORNAMENTAL 197 MOD C,D v ° ,pp, MORNING LIGHT MISCANTHUS 36 O.C. GRASS (0.4-0.6) L5 1 ~ ,.. E3 " E - "~ ' - v o-. ° ° : _ -• ' MUHLENBERGIA C. 'REGAL MIST'/ 5 GAL. / ORNAMENTAL 1,047 MOD. C,D PINK MUHLY 36" O.C. GRASS (0.4-0.6)_ 6 • v v" "':,.^ MYOPORUM PARVIFOLIUM 'PINK'/ 1 GAL. / EVERGREEN 5,900 MOD C,D PINK CREEPING MYOPORUM r ~ 24" O.C. SHRUB .4-0. L5.1 _ ,. f ` ES F _..._ - Yl ~~» ~ - ~...... r^- ,,. „` .., 4 v vvvvvvvvv,_v,.~.• �,,,.-,......_:- ~ :Y RHUS O V T BACKGROUND LOW C,DMAI SUGAR BUSH _.- 60 O.C. SHRUB (0.1-0.3)3 L5.11 ROSMA RENS / 1 G ORGROUND 700 LOW C,D TRAILING BLUE ROSEMARY 36" OLC. SHRUB (0.1-0.3) L5.1 vv ,°._. ~ `"v vvv vvvv ~ ~ ,,.. Y SALVIA GREGII / 1 GAL. / FLOWERING 343 LOW C,D _. --------- `vvvv vv , _� E -. o v v v v _ AUTUMN SAGE 24 O.C. SHRUB 1-0 ) L5 1 ~~ M v v,v _.-: , ._. ._SAIL S _-, , .... .__.___.............. _._ __......_.� .........__"....._.. ............__......._--....._ v,, _ : -^ 0 3 AMPLE vvvvvvvv - ~ LOC ^-,_ ~--`- ATION 1 OF 5 - ESTRINGIA F. 'MORNING LIGHT' 5 GAL. / EVERGREEN 380 LOW C,D W :.o v v v v ~ MORNING LIGHT COAST ROSEMARY 36' O.C. SHRUB (0.1-0.3) L5.1 °,vbv°vv _. ..,.._ .-, ~ ----~ vvv°v v .._~-� ,:,..~^^ _. _ - - _�v vvvvv _...._._.._.._ ~ E 00 S.F. SIZE:i -_ ..__. ....-. ~ 0 o AREA(12 +) i�v v v ,v v _. ._.. v :s.� o �� ~~� - :. ,-~_ ,,, _ SOUTHWEST 70% AREA (4%8") ^ ^~- S v v o,p v v� ~_ ~- __W _. i YN 1 LAID AVAILABLE THROUGH SOUT ¢..vvv ~, ._~ `�" ,.---` �:_, .r -��-��::.. .-.......�. COBBLE - BOULDER& STONE (877) 792-7625 SEE DETAIL N SHEET 4- MORTAR MALIBU COBBLE 18,200 S.F. SIZE: 100/o AREA (4 8 I ...,.. .--. _. ~_ _ STONE ( 7 ) 92-7625 SET AVAILABLE THROUGH SOUTHWEST E ER &STO 8 7 7 (31 SEE DETAIL 'F', ON SHEET L5.1. ' ' _.._.._ _.. ._.. ... H 3 65 S.F. SIZE - .._,__.._..... 3' ` ~ SYMBOL AT MEDIANS AVAILABLE THROUGH NO �„ AREA _.. T ALIBU COBBLE 6 5 �.. GH SOUTHWES 00% EA BOULDER& STONE (877) 792-7625 ~_ TREE OFFSET SCHEDULE : ~• THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L5.1, FOR ~ "1 2C SITE ELEMENT MINIMUM OFFSET DISTANCE FORMATION. - A.C. PADDITIONAL INAVING PER CIVIL ENGINEER'S SHEETS. INTERSECTION 30' FROM BEGINING OF CURVE CURB RETURN. EXCEPT DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE ~~~ @ EPT AT PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) SECONDARY AND ARTERIAL STREETS WERE THE MIN. SHALL BE 50'. �_... CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT �_- �.�`•. �._: HYDRANT u,.. ","`^_w ~ CONCRETE CURS PER CIVIL ENGINEER'S SHEETS. S-0" BE WRAPPED AROUND THE ROOTBALL. SEE DETAIL 'S', ON SHEET L5.1. SERVICE WALKNOTES: D ACCESSIBLE RAMP PER CIVIL ENGINEER'S PLANS. 5 0 A. LANDSCAPE MULCH: MULCH LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS DRIVEWAYS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. 10, THE CONCLUSION OF PLANTING OPERATIONS. SEWER LATERAL 10'-0" B. MEDIAN MULCH: PROVIDE A 4" LAYER OF 1"-S' DIA. GRAVEL MULCH AT ALL MEDIANS AT THE END I L F CATCH BASIN PER CIVIL ENGINEER'S PLANS. OF PLANTING OPERATIONS. !®. MISC. UTILITY C. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. STREET SIGNAGE PER CIVIL ENGINEER'S PLANS. LATERAL 10'-0"WATER METER SYMBOL DESCRIPTION DETAIL 10'-0" H STORM DRAIN LINE PER CIVIL ENGINEER'S PLANS. LAMP STANDARDS LIMIT OF WORK - 20-01, LINE I CONSERVATION EASEMENT PER CIVIL ENGINEER'S PLANS. PA PLANTING AREA -- J LLMD EASEMENT PER CIVIL ENGINEER'S PLANS. FOR PLANTING DETAILST T L5.1 9 1 NOTE: K LIGHT POLE PER CIVIL ENGINEER'S PLANS. FOR I I TI L6.1 THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE, RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE 0 10 20 4.0 60 LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. SHEET N0. Don't Dig...Until You Call U.S.A. Toll Free 811 ��.®�S J. R/ WESTERN MUNICIPAL WATER DISTRICT MERIDIAN for the location �y uc. 02 09 VAN BUREN BOULEVARD PHASE II of buried asti€ty Illnes. S ature � 124 8841 RESE�RCN pR ....... ........................ L4 . 1 ......... TI L t Don't disrupt wNcm 10/21J16 SUITE 200 - Coag kp 05/31/17 IRVINE •0 92618 14205 MERIDIAN PARKWAY WESTERN TO WORKM SAYS 010 MNWD SUBMISSION 102116 , . I IPOF XX SHTS AL >° E$p. �®te �° 949:387.1.323 . . RIVERSIDE, 92518 MJPA REVIEW 09.09.16 DISTRICTC�1-�F RIDGELu.El��1 . 649+00 to 657+50 ®W MARK DATE571-7100 . 0.: (951) (BIDS) (951 71-0590 (FAX) . ! TREE OFFSET SCHEDULE " ;<,'. PLANTING LEGEND ZONE 4 SITE ELEMENT MINIMUM OFFSET DISTANCE SYMBOL BOTANICAL/COMMON NAME MINIMUM SIZE COMMENTS QTY. WUCOLS DETAIL PR OSED TREES: W INTERSECTION 30' FROM B f EGINING OF CURVE @ CURB RETURN. EXCEPT AT F- SECONDARY AND ARTERIAL STREETS WERE THE MIN. SHALL BE 50'. .` CERCIS C. 'HEARTS OF GOLD'/ 24" BOX FLOWERING 22 MOD. A,B HYDRANT 5'-0" %'f o ate° HEARTS OF GOLD REDBUD STD. ACCENT TREE (0.4-0.6) L5.1 - ° vvvv v � � v Ljj SERVICE WALK I- 5'-0" f. v v �, ( vvvvv °-� DRIVEWAYS CINNAMOMUM CAMPHORA/ 36" BOX EVERGREEN 24 MOD. A,B ® 5'-0" '� _-` " ° ° CAMPHOR TREE STD. TREE (0.4-0.6) L5.1 LLj ^` a SEWER LATERAL ` Ft Y : r < < ' vvvvv U ® OX 95 '�s yti �® v o ° � G 'LIT 24" B S MAGNOLIA TLE GEM'/ FLOWERING MOD A,B V) MISC. UTILITY 10 ' % -' °P P v DWARF SOUTHERN MAGNOLIA STD. ACCENT TREE ( )0.4-0.6 L5.1 ! p A/ LATERAL LIJ , 16 ' <( WATER METER ( 10' 0„ ;�'' - r '{ v v P ® - PISTACIA CHINENSIS / 24„ BOX. DECIDUOUS 39 MOD -- _.. Cl CHINESE PIST C _ E Z A HE STD. TREE (0.4-0.6) L5 1 LAMP STANDARDS ,. :f: Pw 20'-0" v.v v v t vvvv v cy_ (J1 vv^d y• w =�` J. QUERCUS ILEX / . 24" BOX EVERGREEN , ' � % 30 LOW , , /" , .i ., , 't, ® HOLLY OAK STD. TREE (0.1-0.3) L5.1 6- ::D -` r Z ® r f 1 MA/ , U f' �w ' v F' r , ^ i v'a f PLATANUS A. 'YARWOOD' / 24" BOX DECIDUOUS 69 MOD A,B SYCAMORE STD. TREE 4-0. L5.1LTJ O L' „ r% 1 U n -qqyy I ,.. f PROPOSED SHRUBS, VINES & GROUNDCOVERS: 6b {' .f � BACCHARIS P. 'PIGEON POINT' / 1 GAL. / EVERGREEN 1 068 LOW C D l ^ r A DWARF COYOTE BRUSH 48O.C. GROUNDCOVER 0.1-0.3 (5 " ) L5.1 BAIT. : ... ..., ^r' % i t i t W �+ vv:wo v ^,�, :� ,. ,� ';- , THUS 'ANCHOR BAY'/ 1 GAL. / FLOWERING 476 LOW C,D -" " � ANCHOR BAY 36 O C GROUNDC „ OVER (0.1-0.3) L5.1 w�P-P�a "--"� FES T �.� , ' .. MAI -„ �i NTUS SUNSE � � ^, y-�` -'"�� {' CISTUS X PULVERULE T'/ 5 GAL. / FLOWERING 401 LOW C,D Z . V. v .. . ft(t 'if 'rtrti' . , € ` s SUNSET ROC KROSE 36" O.C. SHRUB ( .1-0. ) L5.1 f 9 .,., - v .)- � ,-•'--_' "„' w..--"'"..` 'f� fir t °'' tt _ .,v v r .,:. ,._,.. FESTUCA MAIREI / 1 GAL / ORNAMENTAL 798 LOW C,D °V'v ,,,-"., ,.,- ' „h tri j! � i 'V V ® a v;k Vv r t' �� ° °°° °°°°°° ATLAS FESCUE 42" O.C. GRASS - ® vao .r Pavvv (0.1 0.3) L5.1 v v v va v a P P ;� _ -•' ', € r 282 p v L / STRAP LIKE LOW C,D p fft ;', ? vvvv GA HESPERALOE FUNIFE 5 vvvv GIANT HESPERALOE 60 O.C. SUCCULENT 1-0.3) L5.1 (0 Y ;�: ., t vv U A ;; .-, + + + LANTANA MONTEVIDENSIS / 5 GAL. / FLOWERING 36 <C r' v 4 LOW f v C D v 04, - - °�' +++++++ PURPLE LANTANA 36" O.C. SHRUB (0.1-0.3) LSA `- 'NEW GOLD'/ 5 G AL. FLOWERING 1,608 LOW C,DU o o LANTANA O ® - o o YELLOW HYBRID LANTANA 36n O.C. GROUNDCOVER (0.1-0.3 L5.10 0 Cl ®AV CLOUD'/ GAL. I FLOWERING 75 LOW C,D r- . ^: ` v v v „ ^ v vvv.,' i' how Q ® .^- GREEN CLOUD TEXAS RANGER 48 O.C. SHRUB ( .1-0. ) L5.1 .^ MISCANTHUS S. 'MORNING LIGHT' 5 GAL. / ORNAMENTAL 197 MOD C,D -moo° MORNING LIGHT MISCANTHUS 36" O.C. GRASS (0.4-0.6) L5.1 N . G GLE v P PINK MUHLY 36OC GRASS (0.4-0.6) 5. r vv . ^ � ,fir% , vvPP ' HES RAS" °° N. a_'. MYOPORUM PARVIFOLIUM 'PINK'/ 1 GAL / EVERGREEN 00 MOD C D % va ¢v �... `6 ,R�, ,�' -` , ' -` PINK CREEPING MYOPORUM 24" O.C. SHRUB R G BACKGROUND 67 °°°°.-rr RHUS OVATA 5 AL. / BACKGR < { °Papa ra Q � � LOW C,D .1> SUGAR BUSH 60" O.C. SHRUB (0.1-0.3) L5.1 cry v b ' uov"v® S 'IRENE'/ UND 700 r .% ' `yJr�-: ��; '�; ROSMARINUS OFFICINALI 1 GAL. ! FORGRO LOW C,D TRAILING BLUE ROSEMARY 36" O.C. SHRUB (0.1-0.3) L5.1 vvvv' � Po vvvv ® : <- MY SALVIA GREGII / 1 GAL. 1 FLOWERING 343 LOW C,D <' vvvv AUTUMN SAGE 24" O.C. SHRUB off°, "v vv ,.^®, - s RAR (0.1-0.3) L5.1 \y vvv: vvvv % - r P a v -'" - _ _ .. EVERGREEN 380 LOW, %wr I °o ° ' -- ' ,.:rF 3 _ ® MORNING LIGHT COAST ROSEMARY 36 O.C. SHRUB (0.1-0.3) 5D .ter'' WESTRINGIA F 'MORNING LIGHT' 5 GAL / ' ' v v ES ' vvvv w h1A'C E 00 S.F. SIZE. %• i r, _ 30% AREA (12"+) w- P v o o r:.% ;%- , » 70% AREA(4"-8") �' � LOOS MALIBU COBBLE 6 1 N 1 LAID AVAILABLE THROUGH SOUTHWEST I °°°°° r- COBBLE BOULDER& STONE (877) 792-7625 I - vv`d v° SEE DETAIL 'A', ON SHEET L5.2. vv a ,.n v v £ vvvv : ' °°° v - AR 1 00 S.F. SIZE 100°/ ARE (4" ;. v vvvv ° - v°° ° a r MORTAR MALIBU COBBLE 8 2A $") ' THROUGH SOUTHWEST vvv vv vvv 2 SET AVAILABLE THR T P°f COBBLE BOULDER& STONE (877) 792-7625 % .. vvv SEE DETAIL N SHEET .1. vvvv V ° v sv -' vvvv, 'F', L5 O v v v 40 \ vvvvv r v v;a NO GRAVEL MULCH MALIBU COBBLE 36,565 S.F. SIZE: 1"-3" DIA. rfi v v r .� 3 ' SYMBOL AT MEDIANS AVAILABLE THROUGH SOUTHWES T 100% AREA a`d v v 't Y BOULDER& STONE (877) 792-7625 I P a P _. �°°°° THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L5.1, FOR ` PPR,PP - vvv � \vvvvv,.:° w" ! ADDITIONAL INFORMATION. 2 A a A.C. PAVING PER CIVIL ENGINEER'S SHEETS. mm m on DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, E 3 \ - CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 00103 r 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. BE WRAPPED AROUND THE ROOTBALL. SEE DETAIL 'E', ON SHEET L5.1. � NOTES: ACCESSIBLE RAMP PER CIVIL ENGINEER'S PLANS. A. LANDSCAPE MULCH: MULCH LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS f - THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS,AT ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. THE CONCLUSION OF PLANTING OPERATIONS. -r B. MEDIAN MULCH: PROVIDE A 4" LAYER OF 1"-3" DIA. GRAVEL MULCH AT ALL MEDIANS AT THE END OF PLANTING OPERATIONS. CATCH BASIN PER CIVIL ENGINEER'S PLANS. C. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. SYMBOL LEGEND ; STREET SIGNAGE PER CIVIL ENGINEER'S PLANS. SYMBOL DESCRIPTION DETAIL i}`" .: H STORM DRAIN LINE PER CIVIL ENGINEER'S PLANS. LIMIT OF WORK 0 0 CONSERVATION EASEMENT PER CIVIL ENGINEER'S PLANS. mmmmmmLINE PA PLANTING AREA -- FOR PLANTING IL NOTES, SHEET L5. 1 J LLMD EASEMENT PER CIVIL ENGINEER'S PLANS. NOTE: FOR SPECIFICATIONS, L . 1 L6. LIGHT POLE PER CIVIL ENGINEER'S PLANS. THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE I O 10 20 40 60 LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free SHEET NO. 811 ® J. WESTERN MUNICIPAL WATER DISTRICT MERIDIAN for the location UC. ;2509 VAN BUREN BOULEVARD PHASE II of buried u#li#y i ► 8841 RESEARCH UR L4 . 2 . �Don'# disrupt 10/2111x6 SUITE 241Q14205 ERIDIAN PWESTERN L TI L (opt®) IRVINE°CA 9281' Jj 05131/17PARKWAY 1 IPAL MNWD su®Mlssl®N 10.21.16 OF XX SHTS TM WORKM DAYS GEFM YOU Exp. Date 949.387.1323 MJPA REVIEW 09.09.16 RIVERSIDE, CA. 92518 DISTRICT MARK DATE (951)571®790 (SUB) (961)571m050 (FAX) STA. 657+50 to 665+50 Dw . NO.: RIM a® suNL I LEGEND PHASE 2 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: ZONE 4 SYMBOL BOTANICAL/COMMON NAME MINIMUM SIZE COMMENTS QTY. WUCOLS DETAIL Uj Q A A.C. PAVING PER CIVIL ENGINEER'S SHEETS. , OSED TREES: % \ CERCIS C. 'HEARTS OF GOLD'/ 24" BOX FLOWERING 22 MOD. A,B F: CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. ., ♦ . `' Q J z; , ♦a HEARTS OF GOLD REDBUD STD. ACCENT TREE (0.4-0.6) L5.1 z C CONCRETE CURB PER CIVIL ENGINEER'S SHEETS.Lij ® ACCESSIBLE RAMP PER CIVIL ENGINEERS PLANS. CINNAMOMUM CAMPHORA/ 36" BOX EVERGREEN 24 MOD. A,B ® CEA :- CAMPHOR TREE STD. TREE (0.4-0.6) L5.1 � 0 ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. _ Z AR C� - ® MAGNOLIA G. 'LITTLE GEM' / 24" BOX FLOWERING 95 MOD A,B (n V) F CATCH BASIN PER CIVIL ENGINEER'S PLANS. DWARF SOUTHERN MAGNOLIA STD. ACCENT TREE (0.4-0.6) L5.1 L4J " ♦: �✓ STREET SIGNAGE PER CIVIL ENGINEER'S PLANS. + + ' , < ® 9 'SUN `" °� ' 'F ' PISTACIA CHINENSIS / 24" BOX. DECIDUOUS 39 MOD -- ® Z H STORM ®RAIN LINE PER CIVIL ENGINEER°S PLANS. MON LAN ++++ r,. CHINESE PISTACHE STD. TREE (0.4-0.6) L5.1 CONSERVATION EASEMENT PER CIVIL ENGINEER'S PLANS. �'' + + -+' + LTJ + � + + ` m Ham- `' +++0 ++ �' ,�{ f r , f' QUERCUS ILEX. / 24" BOX EVERGREEN 30 LOW A,B r LLMD EASEMENT PER CIVIL ENGINEER'S PLANS. + + + +-' +'"+ Z ,-'' = - _'' HOLLY OAK STD. TREE {0.1-0.3) L5.1 • + + �f Z { C ' ® � UK LIGHT POLE PER CIVIL ENGINEER'S PLANS. + "- J, R o° oQo -` PA .'' A y ,� r + + 4 O W +++ +`*"+ h^+* + r r ==''' `'` 3 PLATANUS A. 'YARWOOD' / 24" BOX DECIDUOUS 69 MOD. A,B ++�+.+ + + �� , `� - `' SYCAMORE STD. TREE (0.4-0.6) L5.1 < + + + + + r + r ® RHU + + + +,+ + + V) ` 0VAp 0 + + + + + Ls l ` -- r, p +++ +\ ; \ r ; 0 PROPOSED SHRUBS VINES & GROUNDCOVERS: HES � < � + + + + + < ♦h; r FUN PAR , \ + + + + + + + k ♦ '4 Z LAN x O , r r' _L MON + + + + \< BACCHARIS P. 'PIGEON POINT'/ 1 GAL. / EVERGREEN 1,068 LOW C,D ® ® p + + + + + T + +. ♦\\ DWARF COYOTE BRUSH 48" O r .C. GROUNDCOVER (0.1-0.3) L5.1 0 �. W UJ SOIL SAMPLE +++++++++++++4.k, `♦` ` ANOTHUS 'ANCHOR BAY'/ 1 GAL. / FLOWERING 476 ® CE E LOW C,D U LOCATION 2 OF 5 ANCHOR BAY 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 <C ZI - t. RO :. 000 - J ry ,/R� ', LAN LATUS SUNSET / FLOWERING 401 CISTUS X PULVERULE 5 GAL / FLOWER LOW C,D CEA Q +++++++++++++ < ,NG, p SUNSET ROCKROSE 36" O.C. SHRUB (0.1-0.3) L5.1 0 I r- ® - + I I ORNAMENTAL 798 LOW + w '' - - ;- ,r- - '- -' p p° 0oQ- vvvvvv ATLAS FESCUE E 42" O.C. GRASS (0.1-0.3) L5D w 0 Z - - - ''` RHU p �� } Z _ - !- - - . r - - OVA o .Carpo" HESPERALOE FUNIFERA/ 5 GAL. / STRAP-LIKE 282 LOW C,D : r r ® O Z - ! -'' -` ,-`` rr - ,r``" r "°�� GIANT HESPERALOE 60" O.C. SUCCULENT (0.1-0.3) L5.1 , ,, , : r ,�, .,: �__. ,: , - � p XA p (l1 p_ r `: ' YO � LANTANA MONTEVIDENSIS / 5 GAL. I FLOWERING 364 LOW C,D CJ �" `` w PAR �........_.... p -;,.�� + + + Lb.J QAC - '` '" _ \ L � PURPLE LANTANA 36' O.C. SHRUB (0.1-0.3) L5.1 _ r - (/) ,, , , - rr : W -' �� '''� �' -'` LU LANTANA'NEW GOLD' / 5 GAL. / FLOWERING 1,608 LOW C,D Z - % ,r �'` rte' �.'''' '`` �' o o YELLOW HYBRID LANTANA 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 ® � r of 0 p O ° L1 - ROS ® p / LEUCOPHYLLUM F. 'GREEN CLOUD'/ 5 GAL. / FLOWERING 75 LOW C,D r % \ .r CL of O �k '' < .,` ` GREEN CLOUD TEXAS RANGERSHRUB r r' w� L5.1 r r' O.C.C (0.1-0.3) d. � .' •. ..�, r .:,� CEA vvvv : , ' r ! ® MISCANTHUS S ,M ORNING LIGHT' 5 GAL O RNAMENTAL 197 MOD C,D qp 36" O.C. GRASS (0.4-0.6) L5.1 0MORNING LIGHT MISCANTHUS vvvv - ,,-' .' i r-' r. = MUHLENBERGIA C. 'REGAL MIS f / 5 GAL. / ORNAMENTAL 1,047 MOD. C,D vvv -` - r -''` v.� ��>� -'' �' ` // PINK MUHLY 36" O.C. GRASS (0.4-0.6) L5.1 vvv r : : �.: r r``FES k r JyJ,q/ Y rr C MYOPORUM PARVIFOLIUM 'PINK'/ 1 GAL. / EVERGREEN 5,900 MOD C,D ®' - '� _ �;` , � PINK CREEPING MYOPORUM 24 O.C. SHRUB (0.4- 0.6) L5.1 r ,r ^ --'. RHUS OVATA 5 GAL. / BACKGROUND 67 LOW C,D �tlYO r `JY._ s` - X R / - SUGAR BUSH 60" O.C. SHRUB 0.1-0.3 L5.1 r , FUN ®� .- s r } ", �HES `"` r .`vw� ` vv '' •`` �: 6 R MARINUSOFFICINALIS IRENE / 1 GAL FORGROUND 700 LOW C,D i.% ' (0.1-0.3) MY® 'F s\ \ -' ,� v "� ,'` ♦\♦`♦ \`\ TRAILING BLUE ROSEMARY 36" O.C. SHRUB ` �.� "- LAN` PAR LAN ° Yn`,< ;< �G/ SALVIA GREGII / 1 GAL. / FLOWERING 343 LOW C,D o o / _ AUTUMN SAGE 2O.C. SHRUB (0.1-0.3) L5.1 0 0 4.. 'NG' ' 0 0 0 'NG' * o°o° o " v / � IlilYO O. \ ® s f , '` de+r 1 ` C PAR WESTRINGIA F. 'MORNING LIGHT' 5 GAL. / EVERGREEN 380 LOW C,D "0 ® ° MORNING LIGHT COAST ROSEMARY J 36" O.C. SHRUB 0.1-0.3) L5.1 LEU 0 0 0 a: ;o'o° r SIZE. A ( +) r- d -' E 00 S F 0% A 12" ,. o 0 0 �N 2 LOOS MALIBU COBBLE 6 1 3 RE ,GC, 0° oo ° obo 000 1 LAID AVAILABLE THROUGH SOUTHWEST 70% AREA (4"-8") P,qR 000 00 `` „r.\'yr COBBLE BOULDER & STONE (877) 792-7625 , 0°000o r ," 0 'A', ON SHEET L5.2. , r % f %: :- - / - r r , r rr : SEE DETA MYO I L 0 0 0 / ° PAR°° ' / LAN t • 'NG' MORTAR MALIBU COBBLE 18,200 S.F. SIZE: 100% AREA(4"-8") . °o o° <4` ® °° o SET AVAILABLE THROUGH SOUTHWEST , ♦ _ r;' fo° o° v �'` ` ` ``� 00 ° COBBLE BOULDER & STONE (877) 792-7625 : y ` SEE DETAIL 'F' N SHEET L5.1. j / ° o- O , // O '11 <> , �,© h4Y0 / 0. °000 NO GRAVEL MULCH MALIBU COBBLE 36,565 S.F. SIZE: 1"-3" DIA. �R',' ,,..' PAR '~MY0 / 0 0° SYMBOL AT MEDIANS AVAILABLE THROUGH SOUTHWES T 100% AREA ,- B • O r " OULDER& STONE (877) 792 PAW 0 7625 'N DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L5.1, FOR Z 0 ADDITIONAL INFORMATION. .- 00\1 0 0 A ' ° ,• 0 DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, HES TREE OFFSET SCHEDULE PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) °° FUN 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT o° SITE ELEMENT MINIMUM OFFSET DISTANCE BE WRAPPED AROUND THE ROOTBALL. SEE DETAIL 'E', ON SHEET L5.1. ' ° NOTES: o INTERSECTION 30' FROM BEGINING OF CURVE @ CURB RETURN. EXCEPT AT A. LANDSCAPE MULCH: MULCH LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS :LAN o SECONDARY AND ARTERIAL STREETS WERE THE MIN. SHALL BE 50. THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT k 0 o HYDRANTCSTHE CONCLUSION OF PLANTING OPERATIONS.MYO 5-0 B. MEDIAN MULCH: PROVIDE A 4" LAYER OF 1"-3" DIA. GRAVEL MULCH AT ALL MEDIANS AT THE END ^';;M - .' - PAR SERVICE WALK S-0„ OF PLANTING OPERATIONS. 009, 6 ° 4004NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. ®� L L �1 ° o 0°0 o° DRIVEWAYS 5'-0' 1 �r 00000 r` SEWER LATERAL 10'-0" SYMBOL DESCRIPTION DETAIL MISC. UTILITY 10'-0" LIMIT OF WORKi LATERAL LINE -- -✓ f`7. / 2 WATER METER 10'-0" PLANTINGFOR DETAILS ySEE L5. 1 LAMP STANDARDS NOTE: PA PLANTING AREA -- \ 20-0 THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE 000 w1mom FOR SPECIFICATIONS, SEE SHEETS L6. 1 L RESPONSIBILITYACCURACY OF THE FIGURES ARE THE ENGINEER/LANDSCAPE SCAPE ARCHITECT. PLANCH CKSERVICES BY WMWD WILL BE 0 10 20 40 60 LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free ESTEUNICIPAL WATER DIST ICT MERIDIAN SHEET LA0. E" 811 � � � J• �, VAN BUREN BOULEVARD PHASE II - for the location wc. pao utility Ill .a L4 . 3 6841 RESEARCH DR Don't disrupt 10/21/1x6 SUITE 200 STERN TI L (Dat®) 14205 MERIDIAN PARKWAY � 05/31/17 �� IRVfPlE•Ck 92b18 MNWD SUBMISSION 10.21.16 RIVERSIDE, CA. 9251 pF` XX SHTS TW WORKM DA M6 � Exp. Date 949.387.1323 MJPA REVIEW 09.09.16 DISTRICT • �" O 7 + RIQGEIk:tl1M ____[MARK DATE DWG. ®.: (951)571®7100 (BUS) (95171®0590 (FAX) . aluJ� � THEE OFFSET SCHEDIJLE `� �i L f LEGEND 0- YI�I L L 1°d ZONE 4 0- SITE ELEMENT MINIMUM OFFSET DISTANCE ®\.' ® SYMBOL BOTANICAL/COMMON NAME MINIMUM SIZE COMMENTS QTY. WUCOLS DETAIL ZY SYMBOL DESCRIPTION DETAIL PR OSED TREES: INTERSECTION 30' FROM BEGINING OF CURVE @ CURB RETURN. EXCEPT AT MUH SECONDARY AND ARTERIAL STREETS WERE THE MIN. SHALL BE 50'. 'R ® CERCIS C. 'HEARTS OF GOLD'/ 24" BOX FLOWERING 22 MOD. A,B HYDRANT LIMIT OF WORK HEARTS OF GOLD REDBUD STD. ACCENT TREE < 5'-0" LINE ®,. .© LLJ SERVICE WALK 5-0' -•0 PA PLANTING AREA MPHORA/ DRIVEWAYS M/S " ..: ; , CINNAMOMUM CA 36" BOX EVERGREEN 24 MOD. A,B 5-0 'ML! ;�3 ;a,`: CAMPHOR TREE STD. TREE (0.4-0.6) L5.1 ' `" LLJ SEWER LATERAL z M `a ¢' La La t ~Qo DWARF SOUTHERN MAGNOLIA ST OX 95 o o.'.° c � � � MISC. UTILITY 10'-0" ' '`', ` c,by `� a L`ge�3 ,,- o fei` o o-• p' q'-`'6 . LAN ,�' 24 D ACOCENTITREE 0.04 0.6) 5B MAGNOLIA G 'LITTLE GEM'/ LATERAL LLJ Iz WATER METER �' �,. M �, c r' o'f o o- moo /s < 10-0 q q a "� / OX. DECIDUOUS 39 -- { ® L3 a " �, �La o ,©o 04 E3 'r ® PISTACIA CHINENSIS 24" B DECID MOD p `� CHINESE PISTACHE STD. TREE .4-0. ) L5.1 LAMP STANDARDS 20'-0" o ° + + < ' LAN +.' , , ' 0 6 S Lel /'yry S \ PAR n/" QUERCUS ILEX. / 24" BOX EVERGREEN 30 LOW A,B K �\P HOLLY OAK STD. TREE (0.1-0.3) L5.1 f , ® f r , , SAL r : f � r f GRE GJ PLATANUS A. YARWOOD / 24 BOX DECIDUOUS 69 MOD. A,B LLI J ' SYCAMORE STD TREE (0.4-0.6) L5 1 W s , f !'��y `LAN y 5 I ;'s 10N f� r ,. , :w.:' i✓ . � .:`, ff '�y J �b Com. c V r^ ,f I- U La s. ;' f %` MUH a _j �' + SAL ® �� F C� c PROPOSED SHRUB VINES & GROUNDCOVERS GRE ' + �` OS S, LbJ Qo 3 + + ' /� + A i , r� p , , .. - i res "� .r a v + ff,f -' , '` r: ` � BACCHARIS P. PIGEON POINT'/ 1 GAL. / EVERGREEN 1,068 LOW C,D ® I=- M/S s� La ++++ ++ r - + + r`r'\ f "' o o DWARF COYOTE BRUSH 48" O.C. GROUNDCOVER (0.1-0.3) L5.1 MYO NCHOR BAY'/ 476 � CEANOTHUS ' 1 GAL / FLOWERING LOW C,D U ANCHOR BAY 36 O.C. GROUNDCOVER (0.1-0.3) L5.1 f , .f- r' .......... PA A tLI N � r O o J / I-- CJI La , ONG' i { a` op � 'NG' CISTUS X PULVERULENTUS 'SUNSET' / 5 GAL. FLOWERING 401 LOW C,D o SUNSET ROCKROSE 36" O.G. SHRUB r T, (0.1-0.3) L5.1 llf L FEST .:'`'` °°°°° �oo� ATLAS FESCUE EI / 42" O.C. GRASS ENTAL 798 (0.1-0.3) 5.11 `/' M/S LSI ML r 00 fr, f 1 ° ° o HESPERALOE FUNIFERA 5 GAL. STRAP-LIKE 282 LOW C,D ® GIANT HESPERALOE 60" O.C. SUCCULENT (0.1-0.3) L5.1 LAN'NG' DENSIS / ING 364 WES LANTANA MONTEVI 5 GAL / FLOWER LOW C,D L j < o,00 'ML' +++++++ PURPLE LANTANA 36" O.C. SHRUB (0.1-0.3) L5.1 0 0 o + + U ® W �00� "o o r y .��__ O o LANTANA'NEW GOLD'/ 5 GAL. I FLOWERING 1,608 LOW C,D } U °off- /r-` 00°o YELLOW HYBRID LANTANA 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 •• r,r c Q 0 U ® �i/ MY y.. ` F`UN �-SUN J � a_ Q 'r,-/ ,-.',PAS, b N LEUCOPHYLLUM F. GREEN CLOUD'/ 5 GAL. / FLOWERING 75 LOW C,D / 00 .- GREE CLOUD TEXAS RANGER 48" O.C. SHRUB (0.1-0.3) L5.1 � ' f < LAN 0 0 O: CEM MISCANTHUS S. 'MORNING LIGHT' 5 GAL. / ORNAMENTAL 197 MOD C,D 'NG' MUH MORNING LIGHT MISCANTHUS 36 O.C. GRASS ( ) L5.1 f ( 0 0 4-0 6 f�) • - - �� ` MUHLENBERGIA C 'REGAL MIST'/ 5 GAL ORNAMENTAL 1 047 MOD. C,D PINK MUHLY 36" O.C. GRASS (0.4-0.6) L5.1 1 't PARVIFOLIUM PINK I EVERGREEN 00 MYOPORUM 1 GAL. / EVERGR 5,9 MOD C,D PINK CREEPING MYOPORUM 24" O.C. SHRUB 0.4-0.6 L5.1 VYES_ \ -^ - RHUS OVATA 5 GAL. / BACKGROUND 67 LOW C,D 1 _ SUGAR BUSH 60 O C SHRUB O ' 'ML' .1-0. L5.1 . :' „-_; ,. . .. ROSMARINUS OFFICINALIS 'IRENE' / 1 GAL / FORGROUND 700 LOW C,D , MYO / ~` MYO TRAILING BLUE ROSEMARY 36" O.C. SHRUB (0.1-0.3) L5 1 P , ` ROS ;. CEA PAR \ 'IR! r „ ➢ f N s - , • MYO MUH .:.- , ,., ��'n, r . ., .- SALVIA GREGII / 1 GAL. / FLOWERING 343 LOW C,D r0 PAR RHU AUTUMN SAGE 24 O.C. SHRUB (0.1-0.3) L5.1 v OVA EVERGREEN 380 WESTRINGIA F 'MORNING LIGHT' 5 GAL. / EVERGR LOW C,D ® MORNING LIGHT COAST ROSEMARY Y 36 O.C. SHRUB (0.1-0.3) 0 3 )2� 7, LOOSE MALIBU COBBLE 6,100 S.F. SIZE: 30% AREA EA (12" +) LAID AVAILABLE THROUGH SOUTHWEST 70/ AREA (4"-8") COBBLE BOULDER& ONE (877) 792 7625PyC SEE DETAA N SHEET L5.2. I MORTAR MALIBU COBBLE 18,200 S.F. SIZE: 100%AREA (4"-8") _ SET AVAILABLE T .- ROS ,� � � , ..:. :- ..NG��`��' ^^^ ` � o �� THROUGH SOUTHWEST THE FOLLOWING ITEMS ARE FOR REFERENCE '/R'Y C ONLY. p\S(P `,..4 COBBLE BOULDER & STONE (877) 792-7625 -- E DETAIL N SHEET L5.1. � SEE DETAIL 'F', O A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ` ` ' LAN o o GRAVEL MULCH MALIBU COBBLE 36,565 S.F. SIZE: 1"-3" DIA. NG ..,r ;o .00000 ., c�`0 0� NO CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. - " ��Y® '' �°+ ;_r-- ,- o ° o°o SYMBOL AT MEDIANS AVAILABLE THROUGH UTHWES T 100% AREA lr S O PAR 000° 000 °o °o, BOULDER& STONE (877) 792-7625 CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. � �` r ^ O O O O ° o 0000° DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L5.1, FOR ' - ^- °00 °O 00 ADDITIONAL INFORMATION. o ° ® - 2 D ACCESSIBLE RAMP PER CIVIL ENGINEER'S PLANS. �. 0 0 0 0 " KAYO °ooQ,� 0 PAR ' ® DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, E -' ' - o 0 0; , o MUH ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. ( PAR o 0 0 0 ,RMD PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 0000 " 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT F CATCH BASIN PER CIVIL ENGINEER'S PLANS. MYO BE WRAPPED AROUND THE ROOTBALL. SEE DETAIL 'S', ON SHEET L5.1. ` - PAR 2 NOTES: STREET SIGNAGE PER CIVIL ENGINEER'S PLANS. '.,MY® ' A. LANDSCAPE MULCH: MULCH LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS P,qR THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS,AT {� STORM DRAIN LINE PER CIVIL ENGINEER'S PLANS. r ;' THE CONCLUSION OF PLANTING OPERATIONS. ' B 4 LAYER OF 1 3 DIA GRAVEL MULCH AT ALL MEDIANS AT THE ND MUH -� � � � MEDIAN MULCH: PROVIDE A " "_ " E E I CONSERVATION EASEMENT PER CIVIL ENGINEER'S PLANS. ! M' of PLANTING OPERATIONS. O ( N v` ;: x C. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. J LLMD EASEMENT PER CIVIL ENGINEER'S PLANS. ff 2 myo p� LIGHT POLE PER CIVIL ENGINEER'S PLANS. O O PAR ° HES000 FUN FOR PLANTING DT INOTES, . 1 000 Wil NOTE: FOR SPECIFICATIONS, . 1 L6.4 THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE 000 ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE 000\ 0 10 20 40 60 LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You coil U.S.A. Tole Free � ETN MUNICIPAL WATER DISTRICT MERIDIAN ' SHEET NO. 811 SD tiS J. Rs VAN BUREN BOULEVARD PHASE II for ti1® location �' LIC. #2009 of buried unity linem 81341 RESER(II DR L4 . 4 S atarDt disrupt 012 / 6 SUITE ��a Do' PLANTING L (oat®) 14205 MERIDIAN PARKWAY STERN J� 05/31/17 IRVINE 0A 92618 1 Nl IPAL MNWD SUBMISSION 10.21.16 H �X � 6xp. Date\ ®�� 949.387.1323 RIVERSIDE, CA. 92518 W TE STA. OF SHTS 7W WOMM �A ®F CAS- MJPA REVIEW 09.09.16 DISTRICT RIDGELA.CI1�,9 DWG. NO.: MARK DATE (951)571-7100 (BUS) (951)571®0590 (FAX) Rom 2/ 28/00I Q.. Q . H...._ .. _ LAN �._..._. _. _.._. _.. , LL ° _... .._,.. .... _.._._ .,_ LEU 'NG' _ -..._,..._ _....._.... 3 't LEU RIS 'GC' _ ...w..... ._... _ _...__.._.._.__... .. - ..,_... �7�/ 0 0 0' _ O _ ROS _..__.. _ _ LEU * * _.._ _. ' Z 'ML' * * '�` , . \.\ . "�` rbc *':.. o _.._.. ..._ _ _.._..._. `_,._,_................. W ,� , ., ,. . . , * _ _... _.... - , _..._ . .._..._ _ ROS - * * * : o 0 0 0 _ _.._.._..__._._._,...__ ... .._ ... M..._ _. _ p , . # . .. .\♦ \ o .m..�..._ _.:... .._..._. _ 0 0 .. - SOIL SAMPLE _... . _,.. , LU s ♦ O' V O O ll ♦ S L �. . , OEM Z LOCATION 3 OF 5 _.._.._ W- _._.._ ��N A Ea O . / R t \ .. - _.«.. ._._ M 4J. 6J .. � .:: �'._ __,.,,..,.. mom L0 /-� v ♦ ♦ \ ♦♦♦♦♦ \ Ty 7.^.F? M c9 EJ Ua P7 b1�' , ,; - .. l ,_._. ......................... ,.. Lel '� ...,:,., ,._,`.,_. ... .._._.............. I ... .... ♦ ♦ ... no- 4� _ _ ,;..-- ba a 4 ..P9 � 4a. _ ; ,�..'.. - l._. /1 r , .- ,._ ...._.,,., .. i W + , .._._, �'a k8 ba. bd � .,r". - sayC q ksi. .._. J t' %. '^' ._ ,. ,- ......_,.....r...,,.,,.... 1 ,_ y L� P V: _ _.. t - J% /l ff iJ , JN I ff,_..._- .......... lh �-- F7 LJ LJ L �J W G ®vq - ; 1 Fa 4J J c7 r y _ _ d,/f _,...._,_..... ..._ .. - R9Y0 .- .-::......... ...._ 1 .-" ..-. " ;' �,.,..>` .", ... \\.. .. .. .. ... .. l' ® _ P7 !id `.' a LJ y : a 4J LJ LJ LJ - ....,. / ,.. -_ -..,..,_.,...«,._.,..._..:... / ,. a _.. / R _ LU "� F' _ _ mL e®e s w„_ / \ i , .. ..., , _ __..... LLj / RPAR O T w __....._._ l 77 0 //ma�yy Lli ♦ .. r 4, ,. Q m __ Y _ t / < BO N LEV U _ " /r._ / �IcoRE, -, Yt `\ _- \ v AN \ - .. _ . __ .... ...... , 7 71 , l . p p) W .. _._..... \ _.._.._ _ _..n,.. _...._..._...__... - _.._... .. , _ t i t' I 0-), �O o , �. ............. _ � 1 \ \ PARLL_ _,..,_..._.. J , / /Wyl L.L- HEJ W ® FUN _ . . .. J7 :. .-_. . _._. J J 3, . / t J, I t Room I O O (�, MUH _.. .. ..... _..... ........_........._ . ,._ -: JAW 0 _.. Vago v 0 mom 0., Ill _ Boom _ _...._mom mom ...... ._„ ...__....... 0 _" Q _........ .. 000- W W Q 0 0 wow 0 .. woo ® 1- 0mom 10100 � v 0 '� l- 0 t� �' o,_-.o Q" MY I Q a- X0000 00 / _... __. _. _. _... omill ...: o O o O �... '�� PAR I - - __.. . t . 2 -': - LAM _... _. Swam Volga 000 aws, loov 000 000 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: TREE OFFSET SCHEDULE PLANTINGA.C. PAVING PER CIVIL ENGINEER'S SHEETS. SITE ELEMENT MINIMUM OFFSET DISTANCE ZONE 4 0000 YELLOW HYBRID LANTANA 36"0 C GROUNDCOVER 1,608 �0.0.3) 5.11 CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. INTERSECTION 30' FROM BEGINING OF CURVE @ CURB RETURN. EXCEPT AT SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE COMMENTS QTY. WUCOLS DETAIL LEUCOPHYLLUM F. 'GREEN CLOUD' / 5 GAL. / FLOWERING 75 LOW C,D SECONDARY AND ARTERIAL STREETS WERE THE MIN. SHALL BE 50'. PR OSED TREES: GREEN CLOUD TEXAS RANGER 48" O.C. SHRUB (0.1-0.3) L5.1 C CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. HYDRANT 5'-0" HEARTS 'HEARTS ED GOLD'/ 24" BOX FLOWERING 22 MOD. L5. MISCANTHUS S. 'MORNING LIGHT' 5 GAL. / ORNAMENTAL 197 MOD C,D D ACCESSIBLE RAMP PER CIVIL ENGINES SERVICE WALK HEARTS OF GOLD REDBUD STD. ACCENT TREE (0.4-0.6) L5.1 � ENGINEER'S PLANS. MORNING LIGHT MISCANTHUS 36" O.C. GRASS (0.4-0.6) L5.1 5'-0" MUHLENBERGIA C. 'REGAL MIST'/ 5 GAL. / ORNAMENTAL 1,047 MOD. C,D ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. DRIVEWAYS 5'-0" CINNAMOMUM CAMPHORA/ 36" BOX EVERGREEN 24 MOD. A,B PINK MUHLY 36" O.C. GRASS (0.4-0.6) L5.1 F SEWER LATERAL 10'-0° CAMPHOR TREE STD. TREE (0.4-0.6) L5.1 MYOPORUM PARVIFOLIUM 'PINK'/ 1 GAL / EVERGREEN 5,900 MOD C,D CATCH BASIN PER CIVIL ENGINEER'S PLANS. PINK CREEPING MYOPORUM 24" O.C. SHRUB (0.4-0.6) L5.1 MISC. UTILITY 10'-0" ® MAGNOLIA G. 'LITTLE GEM'/ 24" BOX FLOWERING 95 MOD A,B STREET SIGNAGE PER CIVIL ENGINEER'S PLANS. LATERAL RHUS OVATA 5 GAL. / BACKGROUND 67 LOW C,D WATER METER DWARF SOUTHERN MAGNOLIA STD. ACCENT TREE (0.4-0.6) L5.1 SUGAR BUSH 60" O.C. SHRUB (0.1-0.3) L5.1 H STORM DRAIN LINE PER CIVIL ENGINEER'S PLANS. 10'-01, \ \ \\ LAMP STANDARDS 20'-0" ROSMARINUS OFFICINALIS 'IRENE'/ 1 GAL. / FORGROUND 700 LOW C,D I CONSERVATION EASEMENT PER CIVIL ENGINEER'S PLANS. PISTACIA CHINENSIS / 24'° BOX. DECIDUOUS 39 MOD ;`�,\;♦;`.,♦ (0.1-0.3) L5.1 - TRAILING BLUE ROSEMARY 36" O.C. SHRUB CHINESE PISTACHE STD. TREE (0.4-0.6) L5.1 SALVIA GREGII / 1 GAL. / FLOWERING 343 LOW C,D +� LLMD EASEMENT PER CIVIL ENGINEER'S PLANS. AUTUMN SAGE 24" O.C. SHRUB (0.1-0.3) L5.1 LIGHT POLE PER CIVIL ENGINEER'S PLANS. QUERCUS ILEX. / 24" BOX EVERGREEN 30 LOW L5. WESTRiNGIA F. 'MORNING LIGHT' 5 GAL. / EVERGREEN 380 LOW C,D SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES 5 SHEET L .1, FOR ® HOLLY OAK STD. TREE (0.1-0.3} L5.1 MORNING LIGHT COAST ROSEMARY 36" O.C. SHRUB (0.1-0.3) L5.1 ADDITIONAL INFORMATION. LOOSE MALIBU COBBLE 6,100 S.F. SIZE: 30% AREA(12"+) DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PLATANUS A. 'YARWOOD'/ 24" BOX DECIDUOUS 69 MOD. A,B LAID AVAILABLE THROUGH SOUTHWEST 70% AREA (4"-8") PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) SYCAMORE STD. TREE (0.4-0.6) L5.1 COBBLE BOULDER& STONE (877) 792-7625 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT SEE DETAIL 'A', ON SHEET L5.2. BE WRAPPED AROUND THE ROOTBALL, SEE DETAIL 'E', ON SHEET L5.1, MORTAR MALIBU COBBLE 18,200 S.F. SIZE: 100% AREA(4"-8") NOTES: SET AVAILABLE THROUGH SOUTHWEST A. LANDSCAPE MULCH: MULCH LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS 2 THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH PER SPECIFICATIONS, AT COBBLE BOULDER &STONE (877} 792-7625 PROPOSED SHRUBS, VINES& GROUNDCOVERS: SEE DETAIL 'F', ON SHEET L5.1. THE CONCLUSION OF PLANTING OPERATIONS.BACCHARIS P. 'PIGEON POINT'/ 1 GAL. EVERGREEN 1,068 LOW C,D B. MEDIAN MULCH: PROVIDE A 4" LAYER OF 1"-3" DIA. GRAVEL MULCH AT ALL MEDIANS AT THE END / DWARF COYOTE BRUSH 48" O.C. GROUNDCOVER (0.1-0.3) L5.1 OF PLANTING OPERATIONS. CEANOTHUS 'ANCHOR BAY'/ 1 GAL. / FLOWERING 476 LOW C,D NO GRAVEL MULCH MALIBU COBBLE 36,565 S.F. SIZE: 1"-3" DIA. C. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. 3 o ANCHOR BAY 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 SYMBOL AT MEDIANS AVAILABLE THROUGH SOUTHWES T 100% AREA BOULDER & STONE (877) 792-7625 CISTUS X PULVERULENTUS 'SUNSET'/ 5 GAL. / FLOWERING 401 LOW C,D 00 SUNSET ROCKROSE 36" O.C. SHRUB (0.1-0.3) L5.1L 9 o o GEND FESTUCA MAIREI / 1 GAL. / ORNAMENTAL 798 LOW C,D L v v vvl SYMBOL DESCRIPTION DETAIL 0 0 0 0 o ATLAS FESCUE 42" O.C. GRASS (0.1-0.3) L5.1 HESPERALOE FUNIFERA/ 5 GAL. / STRAP-LIKE 282 LOW C,D LIMIT OF WORK GIANT HESPERALOE 60" O.C. SUCCULENT (0.1-0.3) L5.1 LINE + + + LANTANA MONTEVIDENSIS/ 5 GAL. / FLOWERING 364 LOW C,D FOR PLANTINGIL NOTES, SEE SHEET L5. 1 NOTE: PLANTING AREA FOR SPECIFICATIONS, THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE +++++++ PURPLE LANTANA 36" O.C. SHRUB (0.1-0.3) L5,1 PA L � ACCURACY 1 L a OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINE0 1 0 20 40 60 LIMIITEDERCAPE ARCHICT. PLAN CHECK SERVICES BY WMWD WILL TO COMPL COMPLIANCE WITH�RECYC ED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free all ® � J, WESTERN MUNICIPAL WATER DISTRICT MERIDIAN SHEET N0. for the location UC. #2�oS®� �f buried VAN BUREN BOULEVARD PHASE 11 utflity lines. 8841 RESEARCH DR Dont disrupt S atur® L4 . 5 Vltd 6"c6& 10/21/16 SUITE 200 14205 MERIDIAN PARKWAY STERE PLANTING SLA (Dat®) 05/31/17 . IRVINE °CA 92618 MNWD SUBMISSION 10.21.16 I IPAL T= WDRXM ��, Exp.CDate 949.387.1323 ®9.09.16 RIVERSIDE, CA. 9251 a� OF XX SHTS �� ®� A�,�� MJPA REVIEW IST RIUGELAXOM + 684+75 DW . Add.: MARK DATE (951)571-7100 (SUS) (951)571-0590 (FAX) R 2/ I 0- MERIDIAN WAS __ ..._.......... _,._.. _ - _......... _..... __. ' E _. . ..____-__ .... ,. _....................... ........ , .w_._,._._. ..........__....._........ .. _.. - PLANTING L PHA 2 .. . ........... ._ PsR 1SE, P P... A�� - ___- ___. ......... _......... �._.=..,........ .... k t;�_, :a:: .. _... ZONE 4 -- __ - _ ..... -. { a- i� _. .,.� __... .... SYMBOL BOTANICAL/COMMON NAME MINIMUM SIZE COMMENTS QTY. WUCOLS DETAIL LiJ TREES: i PR OSED r` CERCIS C. 'HEARTS OF GOLD'/ 24" BOX FLOWERING 22 MOD. A,B _ r k ' :r €'', !`' ; ® __. HEARTS OF GOLD REDBUD STD. ACCENT TREE 0.4-0.6 L5.1 --_.. , % 1 .. ... . .. . _ 1 /. -...- K...,.-- � MUM CAMPHORA/ 36" BOX EVERGREEN 24 MOD. A,B I CINNAMO _ ............ . ww _;.•. - _ _..,....... ---__ CAMPHOR TREE STD. TREE0.4-0.6 L5.1 LaJ ® _.. iE 'i , _.._.. _ ... ._ .T.... _ __.. _ ....... ..................... _.. __...- __.._._.._.. _ --- f F% .7-1 - - -' ., MAGNOLIA G. LITTLE GEM'/ 24" BOX FLOWERING 95 MOD A,B (n (/7 - r LLj ® J S\GN� p /, - - - - - DWARF SOUTHERN MAGNOLIA STD. ACCENT TREE (0.4-0.6) L5.1 �, ... :.t.... ! iii}. SIGHT-DIST - -- - r _ ` 49 _._........ `.... _ .;t ..................... ..... ..........._T-.. _.. _ _...,,. ._.... ..... ........... - - _ ;!i 171 � `'`� ` i : r,;< •« ,. i i i I `- _ - - - / 24 BOX DE Uj ® ....® 11'11 ' A. PISTACIA CHINENSIS DECIDUOUS 39 MOD -- .... ........._ .-. __.. ._. ........ . .................... ........-_._......_.... . .._._ ___ ... ........ . iii ___-__ ____.._.-_. ... ..................... _..W..................................................._---_-_... _._�__._____ _._... . .. . . - Q S� `;;. CHINESE PISTACHE TD. TREE 0.4-0.6) L5.1 is i i 1 ( LLJ } Uj },, __ __ _-........................................ .............. ..................... QUERCUS ILEX. 24 BOX X EVERGREEN 30 LOW A,B Z U) 00 HOLLY OAK STD. TREE (0.1-0.3) L5.1 ® _ .. _ I; },�. ,.. a iia ;:, /-� z U {i i ,i, 1 s,` iii };t . � __- -------w'..._ __........ ........ .... ............... .. .... _-_ __.._ .....__.................. ......... . . ... i iii ii% VAN BUREN B'O'NULEVARD ® t f i PLATANUS A. 'YARWOOD' / 24" BOX DECIDUOUS 69 MOD. A,B i J I + 1 �� {{; {{; Q :r i �'' SYCAMORE STD. TREE (0.4-0.6) L5.1 i .j: _ _._._..... ........ ............... ..........- - __._... ........._._................................... __-............ _ .... ............ - ......... ��yy {? iii �OdLIJ (� {( I it f tit ...E.. ,3 i ......... ., -,,,.,......................._. .- .. _._,...,. ............. .. ....._ ...,.._.,_.....,................... .............,_ .......__. .__-_..._. .......... __......... ......... ,.._- __ , ............ ,-__._..__...... f ,.,.._.,....._...................... .... .. ...__ __.., _.._.._....,..._.... .... ........................ -....... ...................... ..........._,..--_._ _.�___.'."' --___ ... ....... . ............._.---__ .....� _.. __ _.... ............................_. .. .................... 11� .. - - _._..__.._._ .-----_._ __. .._._.._....,... LLJ (Z , i i}} ftl . { } '% W.. i i �................... }}1 � � : ... _ .. .. _.W_ . .__._._ „t ,. f ,•. _...._ ..... _......_�..... .....__ SOIL SAMPLE ......... ............ - -:.....:.... , -- PROPOSED SHRUBS, VINES & GRUUNDCOVERS. _ _..... !._. __. ...__. _.... _...'..___......- _ N LOCATION 4 OF 5 ,.3 LAN . ._ Z i i ✓ _ ....._........ . .. _ ; -w..... t t �_ ... ._ �, �� € A BACCHARIS P. 'PIGEON POINT'/ 1 GAL. / EVERGREEN 1 06 ... 3 2 C� ,.i.:W_._...... g + <I . i LOW C,D _._ _ _ _ _.......... .. -- _ - ..- _ :: _ ...... DWARF C , U _ _W_... -, __ --- - COYOTE BRUSH 48 O.C. GROUNDCOVER 0.1-0.3 Hi_: � ®, _ {i, �'•,; ;% `iji o 0 0 0 0 0 0 0 0 0 0 0 0 0�' o 0 0 0 0 0 0 0 ___w..... . . ..._. i t i f o 0 0 0 0 0 0 0 0 0 0 0 o c> o n o°o°0 0 0°0°00000°o CEANOTHUS 'ANCHOR BAY'/ 1 GAL. I FLOWERING 476 LOW C,D �. __ ::..... 000 °x00000000 0 0 0 0 0 0: o O o 0 0 0 0 0 0 0 c� ....._ ......._ _ - .. - _ _. __ E _. Q. °. ° 0 _Q _. a a. Q a a a Q s, " " o } °oo °o°0 0 0 ° --.. . ..� (� °o° 00 Oo 000 n ANCHOR BAY 36 O.C. GROUNDCOVER (0.1-0.3) L5.1 I- L:2 CISTUS X PULVERULENTUS SUNSET / 5 GAL. FLOWERING LOW C,D SUNSET ROCKROSE 36" O.C. SHRUB (0.1-0.3) L5.1 PYY®Ld HEAv FUN PAR 2 iFUN PAR o o FESTUCA MAIREI / 1 GAL. / ORNAMENTAL 798 LOW C,D Lf) �'{ vvvvvv �' p _ ..--........._-�..... .. ? I __ _._... _� --...._.. � __�- _.__ v v v v v ATLAS FESCUE 42" O.C. GRASS (0.1-0.3) L5.1 � C) :rt Nif:j :. ;... i i i iii HESPERALOE FUNIFERA/ 5 GAL. / STRAP-LIKE 282 LOW C,D p ® "{{ i ! !i! � iGIANT HESPERALOE 60" O.C. SUCCULENT (0.1-0.3) L5.1 �:/ _ ........... .......... ....... _ _.._,.-.........?!? ('f t {}k � _. --- - < THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: + + LANTANA MONTEVIDENSIS / 5 GAL. / FLOWERING 364 LOW C,D i TREE OFFSET SCHEDULE + + + + PURPLE LANTANA 36" O.C. SHRUB (0.1-0.3) L5.1 LLj t ® W ii i - A.C. PAVING PER CIVIL ENGINEER'S SHEETS. SITE ELEMENT MINIMUM OFFSET DISTANCE U tt.r 08 - o o LANTANA NEW GOLD' / 5 GAL / FLOWERING 1,6 LOW C,D Z ? - _ ........ ..... ... . .............. -----... ..-.... .........;.... .� .. ii ii ii ii}i}i - � �O o O � p I--- 0 YELLOW HYBRID LANTANA 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 J C� C� --- - W_- tt{ r CONCRETE PAVING PER CIVIL ENGINEERS SHEETS. INTERSECTION 30 FROM BEGINING OF CURVE @CURB RETURN. EXCEPT AT 0 - !{ ' `' ii "}'} SECONDARY AND ARTERIAL STREETS WERE THE MIN. SHALL BE 50'. LEUCOPHYLLUM F. 'GREEN CLOUD' / 5 GAL. / FLOWERING 75 LOW C,D Q `}'}i} ii - C CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. HYDRANTS 0„ GREEN CLOUD TEXAS RANGER 48" O.C. SHRUB (0.1-0.3) L5.1 ..... W.. _.. __ ;fi?I{f t _4W __. __........ _. . . _ . . __- _._ _.W. . ... :::...._ �� .-_ SERVICE WALK T ORNAMENTAL 197 _ t.,... - _. ...... . -' . ....3._ W _. ACCESSIBLE RAMP PER CIVIL ENGINEER'S PLANS. _..::.:.:..:. . _....::.....,:r.�.................... W........... 5 Oi �3 MISCANTHUS S 'MORNING LIGHT' 5 GAL / ORNAME MOD C,D MORNING LIGHT MISCANTHUS 36" O.C. GRASS (0.4-0.6) L5.1 DRIVEWAYS E ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. 5'-0" MUHLENBERGIA C. 'REGAL MIST'/ 5 GAL. / ORNAMENTAL 1,047 MOD. C,D :......... __w.............._ w,.............._ �.._..................._....._._..........___ PINK M U H LY 36" O.C. GRASS (0.4-0.6) L5.1 /f F CATCH BASIN PER CIVIL ENGINEER'S PLANS. SEWER LATERAL 10'-0" ! MYOPORUM PARVIFOLIUM 'PINK'/ 1 GAL. / EVERGREEN 5,900 MOD C,D I I % MISC. UTILITYPINK CREEPING MYOPORUM 24 O C SHRUB _ I i '__ ...._. _. _......_. _......... _-...._ ENGINEER'S S P LATERAL 0' 0.. (0 6 STREET SIGNAGE PER CIVIL ENGINE PLANS. 1 - WATER METER RHUS OVATA 5 GAL. / BACKGROUND 67 LOW C,D 10'-0.. � yy` flfl �I H STORM DRAIN LINE PER CIVIL ENGINEER'S PLANS. C� SUGAR BUSH 60" O.C. SHRUB (0.1-0.3) L5.1 IA.RiVIOI�J STREET I I CONSERVATION EASEMENT PER CIVIL ENGINEERS PLANS. LAMP STANDARDS 20-0„ ROSMARINUS OFFIC INALIS 'IRENE' / 1 GAL. / FORGROUND 700 LOW C,D TRAILING BLUE ROSEMARY 36" O.C. SHRUB (0.1-0.3) L5.1 i 2 LLMD EASEMENT PER CIVIL ENGINEER'S PLANS. SALVIA GREGII / 1 GAL. / FLOWERING 343 LOW C,D 0 LIGHT POLE PER CIVIL ENGINEER'S PLANS. AUTUMN SAGE 24" O.C. SHRUB (0.1-0.3) L5.1 LIGHT' 5 GAL. EVERGREEN 380 LOW C,D h __ .... _ i _." MORNING LIGHT COAST ROSEMARY 36 O C SHRUB ( ) _..-.... 1-0 L5.1 r. .... ._.... .. _ , _.... _. . _... .. i� 0 3 _.._. ..._w_ ....__ _ ._......_ .... _.... ..._... ..... . .............- _...... _ _ ........ . .. ....__--..... ----- _ -._. ........ ... .... _ ........ ._.........__...._ __ __ ..... ...--._.......__._.. -. .....__. E MALIBU COBBLE 6,100 S.F. SIZE: 30/o AREA 1 + ______ Wam - -- - - _ - $ i i i i i i __ ... LOOS 70/o ARE (4"-8") .. ...� ....._._.... _ ...._._�....._ ...._ _......�__.... ...__ ... . ( 2' LAID AVAILABLE THROUGH SOUTHWEST - LU - - SIGHT DIS ..- _---- ........... ..........._ _-... __ _w _. _ _........ __......___...._. _....__ ...___. COBBLE BOULDER& STONE (877) 792-7625 o A TANCE LINE 495'- - - - - - _ SEE DETAIL A, ON SHEET L5.2. � MORTAR MALIBU COBBLE 18,200 S.F. SIZE: 100%AREA4"-8" 2 SET AVAILABLE THROUGH SOUTHWEST ( ) COBBLE BOULDER & STONE (877) 792-7625 SEE DETAIL 'F', ON SHEET L5.1. CDi NO GRAVEL MULCH MALIBU COBBLE 36,565 S.F. SIZE: 1"-3" DIA. .............. _ _-_ __..._ ._............. `t.. �_. . _............. ..... __:..._.... 3 SYMBOLES T 100%AREA AT MEDIANS AVAILABLE THROUGH SOUTHW h9Y0 \ w .......... ............... .......... .. . ......: :: w._ -W H . .....HES _ U W__..................... .. . .. ... :; --- N........................ _ _.- ...... 2 ... .. .... .. ... --... - 3 _,. '. . __-w_._ _ _ ._. _ _. DENOTES BOULDER & STONE 877) 7 7625 v LAN PAR FUN SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L5.1, FOR . _w ... .................. ._ w _. ;. ADDITIONAL INFORMATION. { 9 ...... ........... -_.. _ /'� _ - - - 3 MYo o° o°o°o o BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, °o° °o°o°o°o°o 0 0 0 00000 oQoo o DENOTES ROOT 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 o PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE UB24-2' BY DEEP ROOT CORPORATION, (800) ' - o°o°o° o .o 0 0 0 0 0 0 ,. 0 0 o-;q o 0 0 0 x AN - 0 0000 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT 0 0 000.., .o o a. o 0 0 0:00 000 000 0 0 0 0 0. °Qo°oQo°o 0 0°°° ° °� ° ° O ° o° ° z BE WRAPPED AROUND THE ROOTBALL. SEE DETAIL E , ON SHEET L5.1. 0 0 o a - o o°o°o 'o� o 0 0 0 0 0°0° o°off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "& 0._ a o 0 oa°oOOOo 0 0 0 0 00 _/�.._ _ - ° 0 0 0 0 4 0 °oOOOo Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - o- -a-o o `, , A LAN NOTES: ` � MULCH _ GRIND BARK MULCH, PER SPECIFICATIONS,AT LANDSCAPE MULCH: MU LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS _ N THAN A 2:1 SLOPE WITH A 3 LAYER OF MEDIUM LAN MYD THE CONCLUSION OF PLANTING OPERATIONS. 2 S �? HES MUH PAR B.B. MEDIAN MULCH: PROVIDE A 4" LAYER OF 1"-3" DIA. GRAVEL MULCH AT ALL MEDIANS AT THE END FUN FUN / RM NG OF PLANTING OPERATIONS - - C. NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. mom mum i LEGEND SYMBOL DESCRIPTION DETAIL LIMIT OF WORK FOR PLANTING IL L5. 1 LINE NOTE: SPECIFICATIONS,FOR PA PLANTING AREA -- THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE 0 10 20 40 60 LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free IV SHEET N0. 811 ESTE MUNICIPAL T DISTRICT MERIDIAN �� for the location � �c.J. 9 � VAN BUREN BOULEVARD PHASE II of buried utHity ! 8841 RESEARCH OR L4 . 6 Ata/ disrupt PLANTINGL 10/21/1x6 SUITE 200 (Date) AN 05/31/17 IRVIWE cA 9261B 14205 MERIDIAN PARKWAY WESTERN MNWp SUBMISSION 10,21.16 WORKING ! IPA/. �� Exp. pate �� 949:38x.1323 RIVERSIDE, CA. 92518 OF XX SHTS ��'�---�- - - �� ' 0� CALeF(� MJPA REVIEW 09.09.16 DISTRICT RIQGELA.CDI +75 693+50 DWG N®.: MARK DATE (951)571-7100 (BUS) (951)571-0590 (FAX) 2� , „r _ _ CJ_ ' ; l PLANTING LEGEND PHASE 2 a- .-_.._.:... . ......___........_..w....... ZONE 4 SYMBOL BOTANICAL f COMMON NAME ...__................................,..,.._.--....___... 3 _..,. __... __-r.._ .:..... ..... ED LTJ ..._ ..... TREES. _.__. _ i `LI �,�„• -..,..._-_._. ._..-,...._...�.... __...__`•..................._.--,. ...:., \".... MINIMUM SIZE COMMENTS OTY. LS DETAIL ......_-_.. .._ .._._......._,. ..____. .._ .... _ ,......__. __. ....___ __.. ...-._ .......__.. 'HEARTS OF GOLD'/ ._-. ..__ ..--_.. .._._ ..__ _ _: CERCIS _ ..... _...... _..... __».....__. - HEARTS OF GO }� - ...__ _......_ .......__ LD REDBUD STD. ACCENT TREE - / ... _. .. .. ... ..._ ___ ..... Z _.... 1 r f�,:F t fff {f 24" BOX EKING MOD A,B W __....--_......._- --- _ ,. f ',77 ® \ �.. / _,,.. -'��E L - CAMPHOR REEAMPHORA/ STD OX TREEGREEN 24 0.04 0.6 58 z / / / S`ON ) 0 MAGNOLIA G. 'LITTLE GEM'/ 24" BOX FLOWERING 95 MOD A,B i DWARF SOUTHERN MAGNOLIA STD. ACCENT TREE (0.4-0.6) L5.1 Imo- of QVJ ® `' PISTACIA CHINENSIS / 24" BOX. DECIDUOUS 39 MOD -- CHINESE PISTACHE STD. TREE (0.4-0.6) L5.1 I- / U7 3 LO _ _ -........ -- -- + - -- m __ _ - _.._. E X / I- 0) hr9Y0 HOLLY O X EVERGREEN 30 �, 24" 80 LOW _. __ ............. .._........_-..-_ .. \_._..V.»_ ........ .. ... .. ........... .,...... ..... .__-.. _ ....... ... {; .................. ............ _ _._..... 2 _ » STD. TREED (0.0.3) 5.61 S IL ® in - » _ _ W Ld _ __ _ ...... .. ....... -. . ___- _ - - ___ ___ __..,, _ __ .»_4 -- .._._ _...__ _ _ PLATANUS A. 'YARWOOD' / 24" BOX DECIDUOUS i- -eI I :::- _ ... ,'_ -""N __I f_. _ �. .. .... .......... .. _._ - US 69 MOD. A,B < Q �jISCP�G� - _.. .... ..... ....... _ - -- _... -. _ _-.-_... _. _ --- 'm.. _ _ _ SYCAMORE STD. TREE (0.4-0.6) L5.1 _.._..__._ __.............................................. U7 / / / r __-.....� _. ,` ._ _.. ............................................_. ...... CJ '' ___.____. ;', _._ _......:._.1__1_._11__............................ _ PROPOSED SHRUBS, VINES & GROUNDCOVERS: &\ - BACCHARIS P. 'PIGEON POINT'/ 1 GAL. / EVERGREEN 1,068 LOW C,D ® ~ DWARF COYOTE BRUSH i11110=BoommammI I0912m 48 O.C. GROUNDCOVER (0.1-0.3) L51 _..._.._.- _..._:___._ .... ......__-..... ..... ..._......_._..-_.w_.»...._............................ . . ..... . ............... _..� - CEANOTHUS 'ANCHOR BAY'/ 1 GAL. / FLOWERING 476 L � � 3 OW C,D U ® ANCHOR BAY 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 Z -- \ ``' _. _ .. ... ..._ _ _ -_. ,_ .. ... ... ... ... ... ........ __. ',: .. . ......................-..... ' .... 3 _ LOW - ..... CISTUS X PULVERULENTUS 'SUNSET' / 5 GAL. / FLOW _ ,.. ___...___...- SUNSET ROCKROSE 36 O.C. IND 401 ................. . _- . ,,-._ SHRUB /� �� / /11� i�j �� T/..T/Tim ''T,Tt_�_- __ S ® U P O I -..WAY _... ....... ....... . .... . .. __ -= _S. ... ....... _..-.....__.... _..... _., ,.._ ..... ..................... ....... _ _. _. » .__ _ ( .1-0. ) L5.1 _. _...- _.»W _ .._...-.._.._.... C� s ►BHT DI. . . _._.... .... �_-.._ .................... ......... I--- - _ __ _ ._- ... fgN'GELiN _._. . _ f __..�_.,. -.. ............. .......... ....._ . _.. . __ ........ ........ _..._.;.... 000000 FESTUCA (/) Z E- �E 495 _...:..._ .. I / s _ _..,„_ MAIRE 1 GAL. / ORNAMENTAL 798 LOW C,D rl._�... ..... .�_,,.. ._,..-_. ;li.. ODD O ® -__._r » ,_...... ,, :.. _<_ . ::: ...., _.... '<r - _ __ - - _- .< ---. _ _ _ o ATLAS FESCUE 42 O.C. GRASS _ w U _ __ _ _ __. ....-.............. ® ` _- __"�_. �._...... . ....... . .._. ..,._........ ... „ :.....__ 1 0. ) L5.1 _ .... 0000 (0 3 > ® _..._.-. i -' -- _ - - RA/ 5 GAL. / STRAP-LIKE 282 LOW C,D ® _ r ». H ANT HESPERALOEE 60 O.C. SUCCULENT 1-0 _... -- .._ - - - ....._ ......... .. --- -- . 0 LLJ + + + LANTANA MONTEVIDENSIS / 5 GAL. I FLOWERING 364 LOW C,D < ,. eamam U ® (/) ..... .... ..... "`":� ... ___._ __ . ....... ' .....__-... _ _ _ ... _ KNEW +++++++ PURPLE LANTANA 36" O.C. SHRUB (0.1-0.3) L5.1 W W <.............. . ......_. _ .». ...:::..................... ...... __ _ ,» ................................-.._..-.. i._. __ _ _ __._. _...--.. .._._.. .. ._ _..._.. _... .....-_....._ > U .. ..... - - .. ....... _ .Wr. . .. .............. �.... -- _... 0000 LANTANA'NEW GOLD'/ 5 GAL. / FLOWERING 1,608 LOW C,D J 0 � 0000 YELLOW HYBRID LANTANA 36" O.C. GROUNDCOVER (0.1-0.3) L5.1 LLj ft� .-..-»---................................... __. � ': _ ___ � EUCOPHYLLUM F. 'GREEN CLO 5 AL. / FLOWERING 75 LOW C,D Q ( _ _... - _.._._ _ .... _ _ _ GREEN CLOUD TEXAS RANGER U 48" O.C. SHRUB ( .1-0. ) L5.1 »._ t 0 3 MORNING LIGHT MISCANTHUS T ORNAMENTAL 197 I 5 GAL / OD C D l ..,,..,.._.., ..._. . '........... .. _..._._, ,,....� ..». ................................__......__ -___ .�,_._ .... .. _. _... �. --_. _....__ _. �- G H 36" O.C. G RASS 0.4-0.6) L5.1 MISCANTHUS S 'MORNING LI _.,. ._.._._, - -- ........ ...... _. A�IY® ------- ._ �. ti, IA C. REGAL MIST'/ ORNAMENTAL 47 .. 3 .__. .............. _ _ NIYO LAN G 1 0 MOD C,D L.QN 2 : : . ».. ......:......... _ ,. . .»_ ................ _..... _ .._ ........... ......._______;"� 2 .._.. ..._____ __. _ ............. ... _-_..:; ..... , _--_ __ �.» ... __. -.__ _. ... .. , ...... . .......� ➢�_....» ____._...__. MYO PINK MUHLY MUHLENBERG 36" O.C. GRASS E PAR ' _ _.._ - (0.4-0.6) L5.1 /i N�7- ........._.............. ........ E ................. ........_ xA : r:. MYOPO ,�, _ - - RUM PARVIFOLIUM P EVERGREEN 5 9 MOD C,D °o°o°o°o°o o°o° °o°o ° ° ° ° O o PINK CREEPING MYOPORUM I 24" O.C. ._.. o : o 0 0 0 0 °o°o° SHRUB (0.4-0.6) L5.1 ° pct: - °. °°.q ;. .°.o °° ° RHUS OVATA ° .q O SUGAR BUSH 60" O.C. BACKGROUND LOW r (0.1-0.3) ` HES yE, IIY® HE ROSMARINUS OFFICINALIS'IRENE'/ 1 GAL. / FORGROUND 700 LOW C,D !�" FUN , / NG FUN RA9 PAP FON 2 'R�+' TRAILING BLUE ROSEMARY 36" O.C. SHRUB SALVIA GREGII / 1 GAL. / FLOWERING 343 LOW C,D ,+ I AUTUMN SAGE 24" OElm= ,C. SHRUB (0.1-0.3) L5.1 I , ;., p! i I ammm I Boom I MENNIS BEIM I Immm I malum I MINIM I Emam Emmm I I Boom I mimm I < Imamma '>! ........ -E _ Elm= I .- _ _ _ ......... __-... _...___ NGIA F. 'MORNING LIGHT' 5 GAL. / EVERGREEN 380 LOW C,D ® WESTRI MORNING LIGHT COAST ROSEMARY 36" O.C. SHRUB (0.1-0.3) L5.1 LOOSE MALIBU COBBLE 6,100 S.F. SIZE: 30% AREA (12"+) 1 LAID AVAILABLE THROUGH SOUTHWEST 70% AREA(4"-8") :.. i . ..,..- : .. ,; : +' HE FOLLOWING ITEMS ARE FOR REFERENCE ONLY COBBLE SEE DETAIL N SHEET L5.2. 5 EE OFFSET SCHEDULE BOULDER& STONE (877) 792-7625 .......... _.. '`. _ .. ........_---_ ........... ,�� .........__._ _. ,.................. . _:.: SITE ELEMENT MINIMUM OFFSET DISTANCE _ -_ , __ ..._. ...... _ _........... Bf5" .- .-.... _;: -......... -: - :..... .. _ ..._.-. , _._ ...__. ... :_._.... AR 1 00 S.F. SIZE. 100/°ARE _ A A C PAVING PER CIVIL ENGINEER'S SHEETS. MORT MALIBU COBBLE 8 2 A (4" 8") 7ANCE LINwommE """""" INTERSECTION ` 30' FROM BEGINING OF CURVE @CURB RETURN EXCEPT AT SET AVAILABLE OUGH -._ ........ ...._._. COBBLE - 25 � I "�;;` TS WERE BE 50'. CONCRETE PAVING PER ENGINEER'S SHEETS. BOULDER& STONE (877) 792 76EST SECONDARY AND ARTERIAL STREE E THE MIN SHALL CIVIL ENGINE H ...._ HYDRANT 5'-0" I I �'�,� --- SEE DETAIL 'F', ON SHEET L5.1. - CONCRETE CURS PER CIVIL ENGINEER'S SHEETS. .41 SERVICE WALKGRAVEL MULCH MALIBU COBBLE 36,565 S.F. SIZE: 1"-3" DIA. __ 5'-0" NO ACCESSIBLE RAMP PER CIVIL ENGINEER'S PLANS. 3 ; DRIVEWAYS 5, 0„ SYMBOL AT MEDIANS AVAILABLE THROUGH SOUTHWES T 100%AREA RIV BOULDER& STONE (877) 792-7625 - ON SITE UTILITIES PER CIVIL ENGINEER'S SHEETS. DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L5.1, FOR LO VAN BUREN BO C --'•�� SEWER LATERAL 10'-0" ........... _5� ADDITIONAL INFORMATION. C14 _ _-__ __.-_.. MISC. UT LI 101-01, F CATCH BASIN PER CIVIL ENGINEER'S PLANS. ..... S 01 L SA SE........:............ 3 .�.. ___ 2 ..; : �_._..�... ... - ;: AT LATERAL No ON mm mm COCA N 5 OF 5 ____ 3 - . - WATER METER 10'-0" STREET SIGNAGE PER CIVIL ENGINEER'S PLANS. RB. ROOT ARRIERS AREDTO BEI'UB24E2' WITHIN 5 FEET DEEP OF ANY HARDSCAPE,(00) DENOTES ROOT BA - MANUFACTURER'S PAVEMENT OR CU - INSTALLED PER MANUFACTUR SPECIFICATIONS. NOTE 00 __ ..... .... _ NT BARRIERS SHALL NOT �- - MP STANDARDS STORM DRAIN LINE PER CIVIL EN NEER S PLANS BE WRAPPED AROUND THE ROOTBALL. SEE DETAIL N SHEET L5.1. _.. o ,.. LA � GI �E� O NOTES: " .. o a p"o 0 0 0 0 o V' /\ 'O _V ..O _/�__ CONSERVATION EASEMENT PER CIVIL ENGINEER'S PLANS. A. LANDSCAPE MULCH: MULCH LANDSCAPE AREAS (EXCLUDING TURF AND MEDIANS) HAVING LESS O O O O"O O q p r0 O O. V Cf O.o 0 0 0 0 0 0 po 0 00°.0 ,.- ,» ... A 3" LAY THAN A 2.1 SLOPE WITH ER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, ERS PLANS T F® H P A J LLMD EASEMENT PER CIVIL ENGINEER'S THE CONCLUSION OF PLANTING OPERATIONS. ,r 1AW4 YOHES B. MEDIAN MULCH: PROVIDE A 4" LAYER OF 1"-3" DIA. GRAVEL MULCH AT ALL MEDIANS AT THE END PAR FUN 'NG' �' FUN AR - LIGHT POLE PER CIVIL ENGINEER'S PLANS. OF PLANTING OPERATIONS. C. OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. _ - s: ........... °MOL LEG ISD I swam _ SYMBOL DESCRIPTION DETAIL FOR PLANTING DETAILS NOTES, T . 1 LIMIT OF WORK LINE FOR SPECIFICATIONS, T . 1 ® L . NOTE: PA PLANTING AREA -- THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL A5 THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN 0 1 ® �() 4 O 6O ENGINEER/LANDSCAPE ARCHITECT.•PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free � �� 811 ° S J. ESTER MUNICIPAL WATERDISTRICT MERIDIAN SHEET N0. of bor ur location �; ��°uc. 200 VAN BUREN BOULEVARD PHASE II utmity i� _. t Don't disrupt a ®t„r® 9841 R€SEARGI ORL4 . 7 10/21/16 SUITE 200 PLANTING ALAI c®at®� e11 05131/17 IRVINE°[A 92616 10.21.16 NI IPAL 14205 MERIDIAN PARKWAY WESTERN 7WO WORM MNWD SUBMISSION RISE �.,�>� SRP. �ate\��P 449.38x:1323 RIVERSIDE, � XX ®� �'� MJPA REVIEW A. 9251 r,A RIDOECA.ED 1 09.0.16 DISTRICTSTA. 3+ 0 O + OF SHTS MARKDw . o. DATE (951)571®7100 (BUS) (951)571-0590 (FAX) ° a/ .--------- ----------- - __....------------------------- ---------------- ------------------------ --- PLANTING NOTES Q- y DRAIN PIPE A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, W `� MULCHING AND OTHER PLANTING INFORMATION. (.j 10 F- B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS ---- PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 1' ✓ . 7 r < ,X 3 z / � !i1 � moi✓ � ,> _ _ z W — i �. ....... ..... ................ + f }- C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH 4 _ THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY Q T c x — Ike I co FROM THOSE SHOWN ON PLAN. �`. r -_ ___...... W _� �.� � I mm _I Wer CA _ V-0" co -1 I l_ SCALE 112 z D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD _ -�.—" I a- =i j d0Q 3 U_ CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL I> I ' I I.I : °l I .�, , I . V) Qd 12' ® BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ( ( a rf � W ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4 c� O PLAN - 6'-0" ----- 6'-0" -,✓ EDGE OF HARDSCAPE _ U �'� 5 cw ® E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM SCALE: 1/4"='1'0" "'T z d I I Q / l 9 ) ♦ 1 ...._._..... _ -� tIJ LL L �..L I ��i�✓ `f y\ �� . NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL 0It DAMAGE �1 I- RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED t- I _ \ � ® O O I Of UTILITIES. / W - �i — — L� v• .• -- _ — aTcl W L II _ ~ F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, _ €� `; .. fi :I —� �iL-I . 8 z - 1 �� Q I � �� TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY --; - U SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. Z , r LJ f I I ,r � c' - -- 2, i7=1 I X ROOTBALL ._ I. ��: ® W G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. l DIAMETER ' SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL -I ' -i ._ . 1... - 4" PVC SCH 40 PERF. PIPE 2 2" DIAMETER STAKES, Q PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR — - III '_� I ' I '{`� ., WRAPPED IN FILTER SOCK. USE 3" DIA. STAKES IN HIGH WIND _ �: U ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. -1 -' .--�-- � (1 PER TREE} EXPOSURE AREAS (SEE SPECS) � J SECTION 2 (6}TREE TIES PLANTING BACKFILL d H. BEFORE BIDDING AND AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS SCALE: 3/4"=V0" J` , ' (SEE SPECS} (SEE SPECS} W SET TOP OF ROOT BARRIER O SET TOP OF ROOTBALL {� SLOPE PLANTING HOLE TO HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED ON PLANTING PLAN. HAVE SAMPLES HARDSCAPE 1" T TOP/FINISH GRADE % 1"ABOVE FINISH GRADE CORNER(S)WITH DRAIN PIPE = TESTED BY WAYPOINT ANALYTICAL, (714)282-8777, FOR SOIL FERTILITY. TAKE TWO SAMPLES AT BLACK A 9"ROUND ABOVE MULCH FGRATE CAP, CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE PER LOCATION AND DEPTH. INSTALL ) 2 LAYER MULCH MATERIAL 3" LAYER 3" CL Ei MATERIAL, 10 ®_ F- TREE PLANTING PER PLANS Q (SEE SPECS � ,,,c.-- '; � PROVIDE 3'° CLEARANCE FROM SEE SPECS EACH LOCATION: 1 GROUND LEVEL TO 10" DEEP, 2 24"TO 36'° DEEP. EACH SAMPLE SHALL ROOT BARRIER AND DETAILS 1 EQUAL U '� TRUNK (SEE SPECS) { 3 SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON TRENCH FOR ROOT BARRIER (SEE SPECS - PROVIDE 3'° IN 1 CU FT. OF 3/4" DIAMETER CRUSHED W ALONG EDGE OF HARDSCAPE NOTE: ALL OTHER AREAS BEYOND 6" HIGH WATERING BERM 11 ROCK FOR 15 GAL. AND 24" BOX U RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE PLANTING HOLE J < Z MAY BE ,SAME AS IRRIGATION ROOT BARRIER IS REQUIRED FLATS AND CUTTINGS) � ( CU FT. FOR �6" BOX) � ARCHITECT PRIOR TO PLANTING. TRENCH WHERE APPLICABLE. ',/THERE TREE IS 6-0" OR LESS FROM PLANTING BACKFILL 6 FINISH GRADE NOTE: -J (BACKFILL SAME AS ADJACENTEDGE OF HARDSCAPE. FINISH GRADE (SEE SPECS) STAKE TREE PERPENDICULAR TO F- C I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. MATERIAL) DIRECTION OF PREVAILING WIND. _ ® _ ,; RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE 02-05-13 RIVERSIDE COUNT`(TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPAR P E S 5- U T d cNTv DATE 02 0J 13 (— z J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. V J TR U ROOT BARRIER GROUNDCOV R PLANTING EE s4'?F AIYt•S N LEVEL PADS � �� W U ( APPROVED BY: MPH rt * APPRO'JED B`(: MPk{ '* *4 APPROVED PY: MPN h K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING .: vt ,.. .;.t.: s " Er t„= ..,�:' � r '� 1> FLATS OR CUTTINGS ti. , t 3 :.: 1 a GAL. TO �6 BOX ® PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND "'`” :.` I- STD. P-013 SCALE VARIES SEE ABOVE REV: " r r, a�" STD. P-020 1/4"=1'-0°' REV: rATra"a� STD. P-001 114"=1'-0" REV: APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF Y EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED "'1f i'"` -' r U V) W < DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT z ® (n MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY U W W BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH Z ® _j Of U SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE BARRIERROOT N•T•S• PLANTINGN.T.S. I L N.T.S. OWNER. J 0- Q 11 CL L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. ._....._._.-..—_.-----___-._ _..._._.__..___..__--.-__.._..-..-.-.._-- -- _--------- ------------------------------------------------ ------ -------------------------- --------- DRAIN PIPE M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 11 O. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR SEE PLAN FOR LAYOUTn } _x GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE ^ 24 ;r --- 3 i• ' � � �' I y I SPECIFIED ON CENTER SPACING, Jr CAIN. �/ --------------------- Q L Q, .... 1 y 4 �. 1 7 8 5 M_s t . = _ P. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS I. a` � /o i U SCALE 112 1 -0 CL OTHERWISE INDICATED. 7 1 - 4 c I— - Q. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND 6 / / �/i� �� 1� - U - 12f 1 4 UNIFORM. 4 �� i �/ �� / �/ ILL c'� O O / 1 —I _ } a -- - - u.. R. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON < PROVIDING SUPPORT PER PLAN. - mi- € _ `� i _ I„ . — I I Tl � —� �_ - ° II LI I � I -� Q _� — �`� I I- I � �,....... S. DURING THE LENGTH OF THE GUARANTEE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE — _ 6 , I � L _ _J - -� 7 FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. --- _ r =� T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" 2 I - DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND 3 2X ROOTBALL APPROVAL PRIOR TO INSTALLATION. (2)2" DIAMETER STAKES, - 2 X ROOTBALL DIAMETEERF. PIPE R DIAMETER WRAPPED PED IN FIPVC SCH 40 PLTER SOCK. J USE 3" DIA. STAKES I d HIGH WIND U. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. — _._. _.--- -----____----T -_- (1 PER TREE) EXPOSURE AREAS (SEE SPECS) REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY, 6) I REE TIES 6" HIGH WATERING BERM LEGEND: SEE SPECS) ON DOWNHILL SIDE V. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY 1. COBBLE -SEE LEGEND FOR COLOR AND SUPPLIER. 0 ORIGINAL GRADE SLOPE PLANTING HOLE TO CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING 2. HIGH STRENGTH (-2500 PSI) BE3"MORTAR SETTING D. HIGH WATERING BERM FINISH GRADE 0 CORNER(S) WITH DRAIN PIPE BLACK ROUND DRAIN GRATE CAP, SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, o � ON DOWN HILL SIDE � FINISH GRADE MAX. 1"ABOVE MULCH FINISH SURFACE 3. 90/o COMPACTED SUBGRADE. 10 FLATTED GROUNDCOVER AND SODDED TURF. SET TOP OF ROOTBALL 4. ADJACENT CONCRETE CURB. 2 PLANTING BACKFILL @ 1" ABOVE FINISH GRADE (SEE SPECS) ORIGINAL GRADE W. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED 5. ADJACENT FINISH GRADE. 0 (SEE SPECS) (SEE SPECS) 11 F CU FT. T. OF1 x" DIAMETER 4'CRUSHED X HED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN 6. ASPHALT PAVING. 1;ABOVE FINISHROOTBADE SLOPE CR IER IND HOLE ( } PLA(SEN TIING BACKFILL (2 CU FT. FOR 36" BOX) APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR 7. BARK MULCH AT PLANTER AREA. �1 NOTE: APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. STAKE TREE PERPENDICULAR TO 8. SET COBBLE 1/2 THE OVERALL HEIGHT INTO MORTAR BED. DIRECTION OF PREVAILING WIND. i i X. ROOT BARRIERS SHALL BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, y RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) - 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL 'A; SHRUCSN SLOP � ��:�" � � r TREE N SLOPS NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO A APPROVED BY: MPH �* „ APPRov�=ra BY: mp€ -1 15 GAL. TO 36" BOX BIOSWALE SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIOSWALE SYSTEM. - STD P-016 1"=1'-0" REV: STD. P-002 1/4"=1'-0" REV: -. RUB... ..P-DwJ MORTART COBBLE INSTALLATION N.T. PLANTING N.T.S. T SLA TI L N.T.S. NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEERAANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free SHEET N0. 81 1ESTE MUNICIPAL ,ATE DISTRICT MERIDIAN 81 � � J. � � VAN BUREN BOULEVARD PHASE II for the I Uc° 5 . 1 buried Of Iia 8841 RESEARCH DR # t disrupt LI 10/21t/16 SUITE 200 STERE DETAILS ®a,® — ivIIE 92b16 14205 MERIDIAN PRAY MUNICIPAL 05/31/17 a�® MNWD SUBMISSION 10.21.16 RIVERSIDE, CA. 9251 WATER NOTESOF XX SHTS TWD G DAYS )�, ° ®� 949,387.13,2.3 MJPA REVIEW 109.09.16 1 DISTRICT RF GEI A.COM MARK DATE (951)571-7100 (BUS) (951)571-0590 (FALX) Rw. 2/28/00 _ a- a I1 0- Ld F- LdQ z 5 6 1 2 4 3 w z Q 0 N .......................:::::::::.:::::::. . `" LU , �[= ................... Q }x 'pr:«a;<,r:.rr:.r:.r:.r:.:. .< .�:..<.::::::r:.r:.r'.'.rr:.r::.r�:. .. ..............:,.,:.'+�`:::4�./f4Yr�:..r�;:ry:.:::�.::::.yy:;;.:::: .a:r:<.>;;». � :�:':':::::::::::�::�::::::.`:.`::::i: +..............................n..................................... �+�, +�iy >rr"' G. :::iz*" ........... F-- 0LA W LEGEND: z 1. DECORATIVE COBBLE - SEE HARDSCAPE SHEETS FOR COLOR, SIZE, AND z U SUPPLIER. ® w 2. SINGLE CONTINUOUS LAYER OF MIRAFI 140N FILTER FABRIC SOIL I SEPARATOR. SECURE FABRIC WITH SOIL STAPLES AT 18" O.C. BOTH WAYS 014 U O TO PREVENT MOVEMENT. PROVIDE MINIMUM 12" OVERLAP AT SPLICES. 3. FINISH GRADE - SEE CIVIL SHEETS FOR GRADING INFORMATION. c5 ®- L n4. 90% COMPACTED SUBGRADE - VERIFY WITH REQUIREMENTS NOTED IN THE GEOTECHNICAL SOILS REPORT. 5. BURRY LARGER (12"+) BOULDERS 3 THE OVERALL HEIGHT. U 6. PROVIDE 100% ROCK COVERAGE WITHIN DRY STREAM AREA- INFILL WITH W SMALLER ROCK AS REQUIRED SO THAT FILTER FABRIC IS NOT VISIBLE. < U I _ 0 0 L� [� W U V U Q W ® CO U W W z ® a_ � L INSTALLATION N.T.S. Of a_ x < � NOTE: THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEERAANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free 811 o�� VTE N MUNICIPAL SATE DISTRICT MERIDIAN APIA 0®91 SHEET NO. J. for theti �,�. 10 VAN RUREN BOULEVARD PHASE I! a of buried < utility fib 8841 RESEARCH DR L5 . 2 Don'tt� disrupt. 0/zltiis' SUITE 700 ...... ........ LDETAILS a®t® 05/31/17 s� IRVINE�cA 92618 14205 MERIDIAN PARKWAY S Rid MUNICIPALTM WORMIG OF XX SHTS MNWD SUBMISSION 10.21.16 RIVERSIDE, C;4. 8251 .�j, Exp. Date �� 949,.387.132.3 �� i�` ®� CA1-�F® MJPA REVIEW 09.09.16 DISTRICT AM RIDGELA,COtN MARK DATE (951)571-7100 (BUS) (951 ° 1-0590 (FAX) D - I 47 T�- Y d- PLANTING IRRIGATION (RECLAIMED WATER) 32 84 00- 14 l- Copyright 2015 Ridge Landscape Architects 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 Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment L1_ legal disposal area. installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed 2.10 LOW VOLTAGE CONTROL WIRING SECTION 32 84 00- PLANTING IRRIGATION (RECLAIMED WATER) from the site at no expense to the Owner. ,- 1.9 TURNOVER ITEMS A. Remote control wire shall be direct-burial AWG-UF type, size in no case smaller than 14 gauge. LLJ� B. Connections shall be either epoxy-sealed acket t e or Penn-Tite connectors.PART 1 - GENERAL A. Record Drawings: 2.2 PIPING p type A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" brassipe. 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 1.1 SECTION REQUIREMENTS 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract copper or p drawings. different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer until shall be Class 315 Z A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for solvent weld PVC. Piping shall conform to ASTM D2241 operation satisfactory to the Owner. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or . 2.11 IRRIGATION HEADS Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. A. Sprinkler heads shall be of the manufacturer, size,type,with radius of throw, operating pressure and discharge rate indicated on the B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as in these authorized representative. Non-pressure lines 1 inch and larger to conform to ASTM D2241. drawings. ® specifications, and as necessary to complete the contract. LLJ 0 3. Dimensions from/to permanent points of reference such as buildings,sidewalks, curbs, etc. shall be shown. Data on record D. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements B. Pop-up heads and rise Z ZZ 1.2 CONSTRUCTION DRAWINGS drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 "CAUTION - RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. p p r heads shall be used. U inch in size. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline"Alertline"or equal. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water U7 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 investigate the structural and finished conditions affecting all of his work and plan his work accordingly, 4. Show locations an depths of the following items: warnings embossed on the top surface Riser heads shall have a self-adhesive reclaimed water sticker placed on the riser directly LLJ3 METAL PIPE AND FITTINGS below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for"Do �. � furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the a. Point of connection (including water meters, backflow preventors, master control valves, etc.) 2. Not Drink". All reclaimed water warnings shall be as required b the to g q y cal water utility. ® work e ur installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in A. Brass pipe shall be 85 percent red brass,ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. ® Z architectural features. g g g p direction) B. Fittings shall be medium brass, screwed 125-pound class. 2.12 RAIN SENSOR � B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the c. Gate valves 1, V) specifications. When an item is shown on the plans but no shown on the specifications or vice versa, it shall be deemed to be asLLJ d. Automatic remote control valves C. Copper pipe and fittings shall be Type"K"sweat soldered. Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. M shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan valves F_ and as shown on the specifications,the Architect shall have final authority for clarification. e. Quick coupling f. Routing of control wires 2.4 PLASTIC PIPE AND FITTINGS Z PART 3- EXECUTION C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that Z Q �-=. obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such 9 Irrigation controllers A. Pipe shall be marked continuous) with manufacturer's name, nominal g 9� 9• Y pipe size, schedule or class, PVC type and grade, National Z obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is h. Related equipment(as may be directed) Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. Q LLJ not performed,the Irrigation Contractor shall assume full responsibility for any revisions necessary. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASATM D2241 or ASTM D1784. 3.1 SITE CONDITIONS F= J 5. Maintain record drawings on site at all times. Upon completion of work,transfer all as-built information and dimensions to a A. Inspections: 1.3 QUALITY ASSURANCE clean set of bond prints, using red,waterproof ink. C. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 40 for non-pressure lateral fittings and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket" 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 � 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 B. Controller Charts: J bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to the point where this installation may properly commence. 0- shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. ASTM D2466 and D2467. LLJ 0- and who shall direct all work performed under this section. 2. Verify that irrigation system may be installed in accordance with all pertinent codes and regulations, the original design, the 9 9 B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. referenced standards, and the manufacturer's recommendations. ® = contract furnishes directions covering points now shown in the drawings and specifications. 3. The chart is to be a reduced copy of the actual "record"drawing. In the event the controller sequence is not legible,when the E. A!! solvent cementing of plastic pipe and fittings shall be a two-step B. Discrepancies: ~ q 9• 9 p p P 9 p process, using primer and solvent cement applied per the U C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into drawing is reduced, it shall be enlarged to a readable size. manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these conformance with ASTM D2564 and ASTM D2855. 4. When completed and approved,the chart shall be hermetically sealed between two pieces of plastic,each piece being a 2. Do not proceed with installation in areas of discrepancy until al 's U specifications shall not be construed to conflict with any of the above rules and regulations of the same. However,when these p p y I discrepancies have been resolved. minimum 5 millimeters in thickness. F. When connection is plastic to metal,female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound 4 Z specifications and drawings call for or describe materials,workmanship, or construction of a better quality, higher standard, or larger shall be non-lead base Teflon paste, tape, or equal. C. Grades: < size than is required by the above rules and regulations,the provisions of these specifications and drawings shall take precedence. C. Operation and Maintenance Manuals: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material I- (� D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately. 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized 2.5 BASKET STRAINER depths with respect to finish grade. S C� LL representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the 1.4 SUBMITTALS A. The basket strainer unit shall be of the manufacturer,size, and type indicated on the drawings. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. (/) Z proper operation of the system. O A. Materials List: W U B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2. Each complete, bound manual shall include the following information: ® ® 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including D. Field Measurements: ♦- list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. names and addresses of local manufacturer representatives. 2.6 VALVES 0 V) 3. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish the b. Operating and maintenance instructions for all equipment. A. Gate Valves: LIJ Q shall coordinate the installation of all irrigation materials with all other work. 717 '"� manufacturer's recommendations as to the method of installation. c. Spare parts list and related manufacturer information for all equipment. 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings.. U � � 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. d. Guarantee Statement. 1. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work Z ® 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only D. Equipment: 2. Gate valves shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron under this section. Q Y handwheel. J (� U supplement the guarantee. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities 0- < 1. Supply as a part of this contract the following items: 3. All Gate valves shall have a minimum workin which are caused by his operations or neglect. (Z � g pressure of not less than 150 psi and shall conform to AWWA standards.B. Substitutions: a. Two (2)wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. E. Diagrammatic Intent: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation b. Three 30-inch sprinkler keys for manual operation of control valves. B. Quick Coupler Valves: g drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized c. Two keys for each automatic controller. 1. Quick coupler valves shall be of the manufacturer,size,and type indicated on the drawings. The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. representative for approval. Provide offsets in piping and changes in equipment locations as necessary to conform to structures and to avoid obstructions or d. Two quick coupler keys with a 3/4 inch bronze hose bib, bent nose type with hand wheel and two coupler lid keys. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without conflicts with other work. 1. Provide a written statement indicating the reason for making the substitution. e. One valve box cover key or wrench. leakage. Valves shall have 3/,female threads opening at base, with two-piece body. Valves to be operated only with a coupler 2. Provide catalog cut sheets,technical data, and performance information for each substitute item. f. One 5-foot tee wrench for operating butterfly valves (if used). key, designed for that purpose. Coupler key is inserted into valve and a positive,watertight connection shall be made between F. Layout: 3. Provide in writing the difference in installed price if the item is accepted. g. Six extra sprinkler heads of each size and type. the coupler key and valve. Hinge cover shall be the locking type in color constructed of brass with a rubber-like vinyl cover. 1. Prior to installation,the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, Vinyl quick coupler cover to be purple with the words "WARNING - RECLAIMED WATER- DO NOT DRINK" backflow preventor,and automatic controller. 1.5 EXISTING CONDITIONS 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. permanently marked on the lid. 2Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, 1.10 COMPLETION A. Automatic Control Valves: shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas.. electrical supply, and telephone line connection to the irrigation system. 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. G. Water Supply A. At the time of the pre-maintenance period inspection,the Architect, Owner's authorized representative, and governing agencies will B. Irrigation design is based on the available static pressure shown on the drawings. Contractor shall verify static water on the project inspect the work, and if not accepted,will prepare a list of items to be completed by the Contractor. At the time of the 2. Automatic control valves shall be electrically operated. Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to post-maintenance period or final inspection, the work will be reinspected and final acceptance will be in writing by the Architect, beginning construction. Owner's authorized representative, and governing agencies. D. Anti-drain Valves: actual site conditions shall be made. C. Prior to cutting into the soil,the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly B. The Owner's authorized representative shall have final authority on all portions of the work. 1. Anti-drain valves shall be of the manufacturer, size and type indicated on the drawings. H. Electrical Service: encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists 2. Anti-drain v 1. Connections to the electrical supply shall be at the locations s elves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. PP Y n shown on the drawings. Minor changes caused by actual site between such obstacles and the proposed work,the Contractor shall promptly notify the Architect and Owner who will arrange for C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and conditions shall be made. � relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be D D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired. Repairs shall include provided by others. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 2.7 VALVE BOXES 3.2 TRENCHING 1.11 GUARANTEE A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching 1.6 INSPECTIONS A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and B. The valve box cover shall be purple in color and permanently m - excavation shall follow p p p y arkecl with words"WARNING RECLAIMED WATER- DO NOT layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1)year following the filing DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. paved area,these dimensions shall be considered below subgrade. and shall provide safe access for such visits. of the Notice of Completion. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at C. The cover and box shall be capable of sustaining a load of 1,500 pounds. B. Provide minimum cover of 24 inches on pressure supply lines 2'/2 inches and smaller. Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the no additional expense to owner within ten (10)calendar days of receipt of written notice from Owner. When the nature of the D. Valve box extensions shall be by the same manufacturer as the valve box. C. Provide minimum cover of 18 inches for control wires. Architect, Owner, and governing agencies, a minimum of 48 hours in advance,where and when the work is ready for testing. repairs, as determined by the Owner, constitutes an emergency(i.e. broken pressure line)the Owner may proceed to make repairs E. Automatic control valve boxes shall be 16 inch x11 inch x12 inch rectangular size. Valve box covers shall be marked"RCV"with the D. Provide minimum cover of 12 inches for non-pressure lines. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship. expense. B. Guarantee shall be submitted on Contractor's own letterhead as follows: valve identification number"heat branded"onto the cover in 2-inch high letters/numbers. E. Pipes installed in a common trench shall have a 6-inch minimum space between pipes. C. Inspections will be required for the following at a minimum: 1. System layout GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.8 AUTOMATIC CONTROLLER 3.3 BACKFILLING 2. Pressure test of irrigation main line(Four hours at 125 PSI or 120 percent of static water pressure,whichever is greater.) We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 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 workmanship, and the work has been completed in accordance with the drawings specifications, ordinary wear and tear and p g p Y B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be 3. Coverage test of irrigation system unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of vandal-resistant,ventilated and waterproof. 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 4. Final inspection prior to start of maintenance period filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction,free of voids. Backfill shall be compacted to at no additional cost to the Owner. We shall make such repairs or replacements within 10 calendar days following written notification dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. 5. Final acceptance by the Owner. In the event of failure to make such repairs or replacements within the time specified after receipt of written notice 2.9 ELECTRICAL from Owner,we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. C. Flooding in lieu of tamping is not allowed. D. Site observations and testing will not commence without the record drawings a prepared by the Irrigation Contractor. Record costs and charges therefore upon demand. D. Under no circumstances shall truck wheels be used to compact backfill. drawings must be complete and up to date for each site visit. B. All electrical work shall conform to local codes and ordinances PROJECT NAME: E. Work which fails testing and is not accepted will be retested. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PROJECT LOCATION: 1.7 STORAGE AND HANDLING CONTRACTOR NAME: CONTINUED ON SHEET L6.2 A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation ADDRESS: work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Architect and Owner. TELEPHONE: B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic SIGNED: pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. DATE: 1.8 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having PART2- PRODUCTS jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor 2.1 SUMMARY shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so NOTE: y the Owner's authorized representative. THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free j- ail J. RIMUNICIPAL ATEDISTRICT MERIDIAN � � SHEET NO. for the location I^ . #2 09 ® � VAN RUREN BOULEVARD PHASE 11 of buried utility IntL6 . 1 8841 RESEARCH DR Dont disrupt s star® . ......... 10/21/16 SUITE 200 oat®) 14205 MERIDIAN PARKWAY WESTERN 1PAL I erg 05/31/17 IRVINE (A 92b1d IWO MUM MNWO SUBMISSION 10.21.16 RIVERSIDE, �A. 9��1 XX DAYS MOM YOU DIG J� Exp. Dat® 949.387.1323' ®�. CA� MJPA REVIEW 09.09.16 DISTRICT OF SHTS RFDOELAXOM MARK DATE (951)571-7100 (BUS) (951)571®0590 (FAX) DIN . NO.: ' _7 a_ PLANTING IRRIGATION (RECLAIMED WATER) 32 84 00 - 14 tL Copyright 2015 Ridge Landscape Architects E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. <Z 3.16 COMPLETION CLEANING 0- F. Parallel lines shall not be installed directly over each other. < SECTION 32 84 00- PLANTING IRRIGATION RECLAIMED WATER CONTINUED Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks GUJ c- . In solvent welding, use only the specified primer and solvent cement and make all joints in accordance with the manufacturer's and paving shall be broomed,and any damage sustained on the work of others shall be repaired to original conditions. %' 2.10 LOW VOLTAGE CONTROL WIRING recommended 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 curing time before billing. END OF SECTION 32 84 00 QA. Remote control wire shall be direct-burial AWG-UF type, size in no case smaller than 14 gauge. F-- H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. Z B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. Hl I. Centerload all plastic pipe prior to pressure testing. �' 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 J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). ® ® K. For plastic-to-metal connections,work the metal connections first. Use a non-hardening pipe dope on all threaded plastic-to-metal LLl Z 2.11 IRRIGATION HEADS connections shall be made with plastic female adapters. Z CD NA. Sprinkler heads shall be of the manufacturer, size, type,with radius of throw, operating pressure and discharge rate indicated on the L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and Cf) U) drawings. gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. F_ B. Pop-up heads and riser heads shall be used. < 3.5 CONTROLLER L� Z C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water A. The exact location of the controller shall be approved by the Architect or Owner's authorized representative before installation. The < warnings embossed on the top surface Riser heads shall have a self-adhesive reclaimed water sticker placed on the riser directly I/ below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for"Do electrical service shall be coordinated with this location. LLJNot Drink". All reclaimed water warnings shall be as required by the local water utility. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. M 9- ZIk 2.12 RAIN SENSOR C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. Z ® Rain sensor shall be of the manufacturer,size, and type indicated on the drawings. Z U 3.6 CONTROL WIRING O W A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines PART 3- EXECUTION whenever possible. < 0 3.1 SITE CONDITIONS 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 0- be secured to the mainline with tape at intervals of 20 feet. W l- A. Inspections: 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 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. ® the point where this installation may properly commence. 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 remote control valve. U _ 2. Verify that irrigation system may be installed in accordance with all pertinent codes and regulations,the original design,the referenced standards, and the manufacturer's recommendations. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be LLJ used without prior approval. < UB. Discrepancies: _J Z F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion _J 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. loop of 24 inches shall be provided at each control wire pull box. Qf _ ® 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3.7 VALVES 0 LL_ 0 Z C. Grades: X O A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on LJJ> 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material the drawings. depths with respect to finish grade. ® 0 B. Valve shall be installed in shrub areas whenever possible. N, 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. C. Install all valves. U (!7 LTJ $ _ C) D. Valves to be installed in valve boxes shall be installed one valve per box. 0 � D. Field Measurements: W Z > _U 3. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor 3.8 VALVE BOXES < ® shall coordinate the installation of all irrigation materials with all other work. �J A. Valve boxes shall be installed in shrub areas whenever possible. < 1. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work g Each valve e� d under this section. v box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities areas. which are caused by his operations or neglect. E. Diagrammatic Intent: 3.9 BASKET STRAINER The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. A. Install basket strainer unit. Provide offsets in piping and changes in equipment locations as necessary to conform to structures and to avoid obstructions or B. Install basket strainer at location approved in the field and at height required by local codes. conflicts with other work. F. Layout: 3.10 SPRINKLER HEADS 1. Prior to installation,the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, A. Sprinkler heads shall be installed. backflow preventor, and automatic controller. B. Spacing of heads shall not exceed maximum indicated on the drawings. u 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 9 P 9 P 1 P P�P� 9 G. Water Supply D. Pop-up sprinkler heads shall not be installed using side outlet openings. Connections to, or the installation of,the water supply shall be at the locations shown on the drawings. Minor changes caused by 3.11 MISCELLANEOUS EQUIPMENT actual site conditions shall be made. H. Electrical Service: A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. conditions shall be made. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be will be the same diameter as the riser and be integral to the riser assembly. provided by others. D. Install rain sensors as recommended by the manufacturer. 3.2 TRENCHING 3.12 FLUSHING THE SYSTEM A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching A. Prior to installation of sprinkler nozzles,the valves shall be opened and a full head of water used to flush out the lines and risers. excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area,these dimensions shall be considered below subgrade. B. Sprinkler nozzles shall be installed after flushing the system has been completed. B. Provide minimum cover of 24 inches on pressure supply lines 2 '/2 inches and smaller. 3.13 ADJUSTING THE SYSTEM C. Provide minimum cover of 18 inches for control wires. A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. D. Provide minimum cover of 12 inches for non-pressure lines. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be E. Pipes installed in a common trench shall have a 6-inch minimum space between pipes. required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. 3.3 BACKFILLING C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 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 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 3.14 TESTING AND OBSERVATION of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to 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 dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. by the Architect, Owner, and governing agencies. C. Flooding in lieu of tamping is not allowed. B. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in D. Under no circumstances shall truck wheels be used to compact backfill. advance,where and when the work is ready for testing. E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. 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 the planted areas is complete and adequate in the presence of the Architect. 3.4 PIPING 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 where the system has been willfully installed when it is obviously inadequate,without bringing this to the attention A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for 3.15 MAINTENANCE visual inspection and verification. NOTE: During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operation condition providing THE DESIGN AND CONSTRUCTAI3tLITY OF THE PROJECT AS WELL A5 .THE D. Remove all dented and damaged pipe sections. complete irrigation coverage to all intended plantings. ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Dont Dig...Until You Call U.S.A. Toll Free 811 ® ETR MUNICIPAL ATER ISTRICT MERIDIAN � SHEET NO. for the location uc. #2.1 9 R/ VAN BUREN BOULEVARD PHASE II LD(o'�t 91141 RESEARCH QIZ L6 . 2 w_ Don'tVIto, pt 101211 . . .......... SUITE J SUITE 200 14205 ERIDIAN PARKWAY SPECIFICATI � 05/31/17 �, IRVINI°(A 92618 STERN MNWD SUBMISSION 10.21.16 iPAL OF XX SHTS Exp. D(t 948:387.132 RIVERSIDE, CA. 9251 DAA F` MJPA REVIEW 09.09.16 DISTRICT CA�-`E ftipGEl.p�.Ctlth DW . 0.: MARK DATE (951)571-7100 (BUS) (951)571-0590 (FAX) n 12_ PLANTS 329300 - 18 C. Deliver plants after preparations for planting have been completed, and install immediately. If planting is delayed more than six A. The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and 2.10 LANDSCAPE EDGINGS 0- Copyright 2015 Ridge Landscape Architects hours after delivery,set plants and trees in their appropriate aspect(sun,filtered sun,or shade), protect from weather and specified after rough grading operations are complete and Contractor has had soil samples tested. 0- PART 1 - GENERAL mechanical damage, and keep roots moist. A. Wood Edging: < D. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and 2.4 FERTILIZERS 1. Provide 2-inch by 4-inch pressure treated Douglas Fir or Redwood construction grade headerboards. Make splices with 1-inch LLL 1.1 SUMMARY conformance to State law. A. The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut > stakes level and set below top of headerboards. H A. Section Includes: E. Provide copies of receipts for all amendments specified in these specifications or in the agronomic Soils Report. specified after rough grading operations are complete and Contractor has had soil samples tested. < -inch laminated boards, or two 1-inch by 4-inch laminated boards may be 1. Soil Preparation. F. Deliver plants with legible identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. B. Planting Fertilizer: Granular or pelleted fertilizer consisting of the following percents by weight and mixed by commercial fertilizer 2. On sharp turns and curves,four 1/2 inch by 4 WRA 2. Planting. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain supplier: permitted. 1-- legible for at least 60 days. 1. Composition: 6 percent nitrogen, 20 percent phosphorous, and 20 percent potash, by weight. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 3. Staking. G. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. C. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other 0 0 4. Hydroseeding. H. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. percent by weight of nutrients listed: properties. Place stakes on ground cover side of header. LLI Z Z < 5. Clean up. I. Store plants in shade and protect from weather. 1. Size: 21 gram tablets manufactured by Agriform, or approved equal. B. Steel Edging: Standard commercial-steel edging, rolled edge, fabricated in sections of standard 0 N V) U) B. Related Sections: J. Maintain and protect plant material in a healthy, vigorous condition. 2. Nutrient Composition: 20 percent nitrogen, 10 percent phosphoric acid, and 5 percent potash, 2.6-combined calcium, 1.6 lengths,with loops stamped from or welded to face of sections to receive stakes. 0 1. Section 32 84 00 - Planting Irrigation combined sulfur, 0.35-iron elemental from ferrous sulfate, by weight plus micronutrients. C. Aluminum Edging: Standard-profile extruded-aluminum edging,ASTMB221,Alloy 6063-T6, LIJ 11� K. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. I— < D. Hydroseeding Fertilizer- Provide ammonium phosphate which consists of the following percent by weight and mixed by a < 2. Section 32 92 00-Turf and Grasses fabricated in standard lengths with interlocking sections with loops stamped from face 0 commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. Z 1.8 WARRANTY of sections to receive stakes. < 1.2 DEFINITIONS E. Sulfate of potash: 0-0-50. I- A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth D. Plastic Edging: Standard black polyethylene or vinyl edging, horizontally grooved, extruded V) A. Backfill: The earth used to replace or the act of replacing earth in an excavation. within specified warranty period. F. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. in standard lengths,with 9-inch steel stakes. LJJ M :2 1- B. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves,twigs, and detritus. 1. Warranty Periods from date of end of 90-day maintenance period: G. Urea formaldehyde: 38-0-0. E. Concrete Mowstrip: 6 inch wide by 6 inch thick concrete mowstrip with 1/2 inch tooled edging :D C. Finish Grade: Elevation of finished surface of planting soil. a. Trees: 12 months. 2.5 PLANTING SOILS and#3 continuous rebar. 0 D. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil b. Shrubs,Vines, Ornamental Grasses, Ground Covers, Biennials, and Perennials: 90 days. Z 0 amendments to produce topsoil or planting soil. A. Planting Soil (Import or Amended Top Soil) Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a 2.11 MISCELLANEOUS PRODUCTS 0 LIJ (J c. Annuals: 90 days. minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical F- k -J E. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. This includes insecticides, conductivity(ECE)of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is < M miticides, herbicides, fungicides, rodenticides, and molluscicides. It also includes substances or mixtures intended for use as a 1.9 MAINTENANCE SERVICE less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements submit samples A. Sand: Provide washed silica sand. < U 0 plant regulator,defoliant, or desiccant. of soil for analysis prior to and following backfilling. B. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint or other approved. _J A. Initial Maintenance Service: Provide maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. I 0- F. Pests: Living organisms that occur where they are not desired, or that cause damage to plants, animals, or people. These include Begin maintenance immediately after plants are installed and continue until plantings are acceptably healthy and well established 2.6 PLANTER MIX C. Water: Provide clean, potable water. LLJ 0- > insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, but for not less than maintenance period below. and viruses. D. Root Barrier: Provide UB24-2 by Deep Root Corporation, (800)458-7668. Install at all trees _J A. Planter Mix for all on-structure planters and plant container: provide custom topsoil ("Disney") Mix by EarthWorks Soil Amendments, le 1 1. Maintenance Period for Trees and Shrubs: 90 days from date of Substantial Completion. -blended items: _F G. Planting Soil: Standardized topsoil; existing, native surface topsoil; existing, in-place surface soil; imported topsoil; or manufactured Inc., (951)782-0260,to include the following pre within 5 feet of concrete paving, curbs or mow strips or as shown on plans. Install barrier with 0 topsoil that is modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. 2. Maintenance Period for Ground Cover and Other Plants: 90 days from date of Substantial Completion.Revise minimum 85 percent sandy loam topsoil vertical ribs facing toward the tree and with the top edge 1/2 inch above finish grade. Provide H. Root Flare: Also called"trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form maintenance period in subparagraphs below to suit Project. 15 percent peat moss linear root barrier adjacent to paving or curbing; root barrier shall not circle the rootball. LLJ roots; the area of transition between the root system and the stem or trunk. B. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until 0.5 pounds/cy Triple Super Phosphate(0-45-0) final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the 0.25 pounds/cy Potassium Sulfate (0-0-50) < 2.12 QUALITY CONTROL _J < I. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top surface of a fill or backfill before scheduled maintenance period may cause postponement of the final completion date of the Contract. Continue maintenance until 1.0 pound/cy Agricultural Gypsum _J F_ er:2 planting soil is placed. acceptable to the Owner. 0.2 pounds/cy P.A.M. (soil aggregating polymer) A. Provide standard, approved and first-grade quality materials, in prime condition when installed o L J J. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. C. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. B. Roofdeck Soil Mix and accepted. Deliver commercially processed and packaged materials in manufacturer's LL_ K. Surface Soil- Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil D. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all V) Z 1. On-structure Planter Soil (Mix"A")-(bottom of planter to 8-inches below finish grade)-per cubic yard of mix. cr_ 0 is typically topsoil; but in disturbed areas such as urban environments,the surface soil can be subsoil. accordance with the contract documents for this project. supplied materials accompanied by analytical data from an approved laboratory source LIJ (-) a. 80% Over-structure Planter Sand (optional - 100%sand if weight is not a consideration), > E. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with other illustrating compliance, or bearing the manufacturer's guaranteed analysis. 0 -7 1.3 ACTION SUBMITTALS 0 contract documents. Maintenance period commences as described in written notification by the Owner. b. 20% pumice(optional no pumice). N, A. Product Data: Prior to installation submit for review and approval specifications and product information on items being used on F. Prior to commencement of maintenance period, ensure that all ground cover and lawn areas have been planted and that all lawn c. 2 lbs. Nitroform (38-0-0, 27% WIN). PART 3- EXECUTION U) C project. Submit bound with list of items as cover sheet. Conform to Section 01300. For each type of product indicated, including < areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. soils. d. 2 lbs. 12-12-12 General Planting Fertilizer. 0 Cf) G. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain 3.1 EXAMINATION LLI LL1 1. Plant Materials: Include quantities, sizes, quality, and sources for plant materials. hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance e. 1 lb. iron sulfate. > 0 2. Pesticide and Herbicides: Include product label and manufacturer's application instructions specific to the Project. phases. f. 2 lbs. dolomite lime. A. Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provide e for < 0 F- inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. _JIr- 0 3. Plant Photographs: Include color photographs in digital format of each required species and size of plant material as it will be H. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the g. 2 lbs. calcium carbonate limestone. 0- 0- < B. Inspect trees,shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. 0- furnished to the Project. Take photographs from an angle depicting true size and condition of the typical plant to be furnished. duration of the maintenance period, cleaning no less often than once per week. h. Thoroughly blend mix before placing soil in 12"lightly compacted lifts. < Include a scale rod or other measuring device in each photograph. For species where more than 20 plants are required, include I. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. . a minimum of three photographs showing the average plant, the best quality plant, and the worst quality plant to be furnished. Replace plants found to be dead or in poor condition due to faulty materials or workmanshipat no extra cost to owner. 2. On-structure Planter Soil (Mix"B")-(8-inch layer- place on top of On-structure Planter Soil (Mix"A") up to finish grade)- per , Identify each photograph with the full scientific name of the plant, plant size, and name of the growing nursery cubic yard of mix: 3.2 PLANTING AREA ESTABLISHMENT B. Samples of mineral and/or organic mulch. J. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The a. 70% Over-structure Planter Sand. Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops A. Soil Preparation: After proper finish grades have been verified or established, cross-rip all planting areas to a depth of 12 inches, 1.4 INFORMATIONAL SUBMITTALS or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing b. 30% Organic Amendment. condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following Contractor's guarantee and warranty to Architect. c. 2 lbs. Nitroform (38-0-0, 27% WIN). is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of A. Product certificates. K. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made soil. Application rates per 1,000 square feet: B. Material test reports. during construction and deliver them to Architect. d. 1 lb, iron sulfate. 1. Nitrogen stabilized organic amendment: 4 cubic yards L. Deliver guarantees to Architect. e. 2 lbs. dolomite lime. C. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants during a calendar year. 2. 16-16-16 Commercial Fertilizer: 15 lbs, 1.5 OBSERVATION SCHEDULE PART2- PRODUCTS f. 2 lbs. calcium carbonate limestone. 3. Agricultural Gypsum: 100 lbs. A. Notify Architect in advance for the following inspections, according to the time specified: g. Thoroughly blend soil mix before placing soil in one lightly compacted lift. 4. Soil Sulfur: 20 lbs. 1. Pre-Job conference-7 days 2.1 PLANT MATERIAL 3. Over-structure Planter Sand: B. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps and other deleterious 2. Final grade review-48 hours A. General: Furnish nursery-grown plants true to genus, species, variety, cultivar, stem form, shearing, and other features indicated in a. Washed nursery sand which meets following U.S. Standard Sieve criteria: matter 1 inch in diameter or larger, and free from wire, plaster, concrete,wood and similar materials which would cause hindrance Plant Legend shown on Drawings and complying with ANSI Z60.1. Provide plant materials in accordance with the State Sieve No. (U.S. Standard) Weight Percent Passing to planting or maintenance. 3. Plant material review-48 hours Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, 10 100 sound, healthy,vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks C. Finish Grading: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade 4. Plant layout review-48 hours are sturdy and have well-hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of 18 100 provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1-inch below adjacent 5. Soil preparation and planting operations review-48 hours disagreement as to condition of root system,the root conditions of the furnished plants in containers will be determined by removal 35 92 paved areas,sidewalks,valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. 60 16 Eliminate erosion scars prior to commencing maintenance period. 6. Pre-maintenance-7 days Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each 7. Final inspection -7 days source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants 100 2.1 D. Pre-Plant Weed Control: represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be 140 1.3 1. After irrigation system is operational, use a non-selective systemic contact herbicide as recommended and applied by an B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such considered samples and will be provided at no cost to the Owner. 270 0.1 approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 day,,s, compliance has been waived by the Architect. B. Size of plants will comply with ANSIZ60.1 and correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the 2.7 MULCHES 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over 1.6 QUALITY ASSURANCE branches in normal position, must conform to the measurements specified in the plant list. If approved by the Owner, larger sized entire areas to be planted. A. Soil Analysis: For each un amended soil type,furnish soil analysis and a written report by a qualified soil testing laboratory. plants may be used. If larger plants are approved for use,the ball of earth or spread of roots for each plant will be increased A. Organic Mulch: Provide medium grind bark, consisting of organic,fibrous, woody bark mixture of varied particle size such that 90 to proportionately. 100 percent passes 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved 3. After irrigation system isoperational, apply water for 10 days as needed to achieve weed germination. Apply contact 1. The soil-testing laboratory shall oversee soil sampling. equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, herbicides and wait as needed before planting. Repeat as required. C. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. 2. Report suitability of tested soil for plant growth. immediately removed and replaced with new acceptable and approved plants of the required size, species and variety. 4. Maintain weed free site until acceptance by Owner. a. State recommendations for nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce D. Pruning: Do not prune,trim,top or alter the shape of trees or plants except as approved. 2.9 GUYING AND STAKING MATERIALS 3.3 PLANTING INSTALLATION satisfactory planting soil suitable for healthy,viable plants. E. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental A. Wood Tree Stakes: lodge pole pine,full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 b. Report presence of problem salts, minerals, or heavy metals; if present, provide additional recommendations for corrective Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). A. General: Type 1, Composition B, 2-inch minimal normal size diameter by 10 feet long, no split stakes. action. F. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in B. Ties: Provide cinch ties, size corresponding to tree box size as manufactured by VIT Company or other approved. 1. The irrigation system shall be operational and approved prior to planting. B. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1. vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well 2. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally C. Source Quality: established in removable containers or formed homogenous soil sections. accepted practice, as approved. 1. At least 60 days prior to planting submit documentation that all plant materials are available. Materials are subject to inspection G. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or 3. Distribute in planting areas only as many plants as can be planted and watered that same day. after confirmation of ordering. branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. If formal arrangements or consecutive order of plants is shown on Drawings, select stock for uniform height and spread to assure symmetry 4. Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding 2. Materials are subject to inspection at place of growth and upon delivery for conformity to specifications. Inspection, approval in planting. roots is not broken and that plants are planted and watered immediately. Do not open containers prior to placing plants in and rejection can also take place at other times during progress of work. H. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in planting areas. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth and quantity of plants to be compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or inspected. damaged seed will not be permitted. Provide seed mix per plan. CONTINUED ON SHEET L6.4. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs 2.2 INORGANIC SOIL AMENDMENTS submitted by the Contractor. In either case, visit the nursery and select trees conforming to specifications prior to review by the Architect. A. The following soil amendments are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. 1.7 DELIVERY, STORAGE,AND HANDLING B. Soil Sulfur: Agricultural grad sulfur containing minimum of 99 percent sulfur expressed as elemental. A. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying,wind burn, C. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulfate, 10 percent sulfur expressed as sweating,whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy elemental. their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling. D. Agricultural Gypsum: Minimum 98 percent calcium sulfate, Calcium Carbonate: 95 percent lime as derived from oyster shells. B. Handle planting stock by root ball. NOTE: 2.3 ORGANIC SOIL AMENDMENTS THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. W A Don't Dig...Until You Call U.S.A. Toll Free WESTERN MUNICIPAL MTER DISTRICT MERIDIAN SHEET NO. J VAN BUREN BOULEVARD PHASE 11 for the location ........ .. .... of buried L6 . utility line& 8841 RESEAR(H OR S aturs Don't disrupt 1 /21/16 SUITE 200 .......... . ............ Vital WACb& 14205 MERIDIAN PARKWAY WESTERN SPECIFICATIUIN (D( Mgll�PAL 05/3""' -(A 92618 1117 IRVINE MNWD SUBMISSION 10.21.16 RIVERSIDE® 0A® 92518 W OF XX SHTS WORKM DAYS BEFM YW [NO Exp. Date 949.387.1323 MJPA REVIEW 09.09.16 DISTRICT Or C RIDGELA..(OM MARK DATE (951)571-7100 (BUS) (951)571-0590 (FAX) Rw. DW NO.: ��/00 s PLANTS 329300 - 18 H. Remove slurry not used within two hours from the site. nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally,this Copyright 2015 Ridge Landscape Architects means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for Q- crabgrass control in the following late Winter. Q I. Fill out the daily worksheets by the nozzle main with the following information: Seed type and amount, mulch type and amount, Ld SECTION 32 93 00 - PLANTS CONTINUED number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license 2. Clean u grass clippings durin and after mowing, and remove legally from site. Use of blowing type equipment in lieu of number. P 99 9, 9 Y 9 Yp B. Layout: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If sweeping or vacuuming is not acceptable. underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be J. Do not allow an slurry to be sprayed into an reservoir basin or drainage ditches and channels which may impede the flow of rain 9 Y p 9 P 9 Y Y YY g Y p 3.15 IRRIGATION SYSTEM F- selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on each or irrigation water. Clean up any spilled slurry. Z stake. Confirm location and depth of underground utilities and obstructions. A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two LUK. After application of hydro-mulch,wash excess material from previously planted materials and architectural features. Avoid washing at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 17- or eroding mulch materials. 3.4 EXCAVATION FOR TREES AND SHRUBS B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and ® L. Ensure that application equipment has abuilt-in agitation system and operating capacity sufficient to agitate, suspend and mix a instruction on how to turn off system in case of emergency as specified in other sections of these specifications. W ® A. Planting Pits and Trenches: Excavate circular planting pits with sides sloping inward at a 45-degree angle. Trim perimeter of slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of Z Z bottom leaving center area of bottom raised slightly to support rootball and assist in drainage away from center. Do not further water. C. Repair all damages to irrigation system. Make all repairs within one watering period. C7 disturb base. Ensure that rootball will sit on undisturbed base soil to prevent settling. Scarify sides of planting pit smeared or (n ®smoothed during excavation. M. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirements is 1,500 gallons, mounted on a traveling unit, either END OF SECTION 32 93 00 W CY B. Excavate approximately two times as wide as rootball diameter. self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be QQ seeded. ® ® 1. Do not excavate deeper than depth of the rootball, measured from the root flare to the bottom of the rootball. N. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with d C. Subsoil and topsoil removed from excavations may be used as planting soil backfill. mechanical agitation. Pump volume shall be 10 gallons per minute,while operating at a pressure of 100 pounds per square inch. U) D. Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must W > beds, cover a 15-foot swath,with a minimum output of 5 gallons per minute at 80 pounds per square inch. M E. Remove from site excess soil generated from planting holes and not used for backfilling. 3.9 PLANTING AREA MULCHING Z O F. Protect areas from excessive compaction when trucking plants or other materials to planting areas. A. Mulch backfilled surfaces of planting areas with 2 inch layer of mulch except 2:1 slopes, hydroseeded and turf areas. Z 3.5 TREE, SHRUB,AND VINE PLANTING. I- J3.10 CLEAN-UP Q m I A. Before planting, verify that root flare is visible at top of root ball according to ANSI 260.1. Q% < A. After all planting operations are complete; remove all trash, excess soil, empty plant containers, and rubbish from the property. B. Remove stem girdling roots and kinked roots. Remove injured roots by cutting cleanly; do not break. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition.Leave the site in a broom-clean V) -, I condition and wash down all paved areas within the project site. Leave walks in a clean and safe condition. � � C. Set stock plumb and in center of planting pit or trench with root flare 1 inch above adjacent finish grades. p p I W 0- ly- Q 1. Use planting soil for backfill. 3.11 LANDSCAPE MAINTENANCE 2. Container Grown: Cut cans on two sides with acceptable can cutter only. Carefully remove rootball from container ® Imo- A. Weed and cultivate all areas at intervals of not more than 10 days. � without damaging rootball or plant. Superficially loosen edge roots on three sides after removing from can. � W 3. Boxed Trees: Remove bottom of plant boxes before planting. Remove sides without damage to rootball after positioning plant B. Perform watering, mowing, rolling, edging,trimming,fertilization, spraying, pest control, and cleaning as may be required. U E and partially backfilling. C. Street gutters and curbs are to be included. Z Q J 4. Face plants with fullest growth into prevailing wind. D. Maintain adequate protection for people and property, be financially responsible for damages and injuries. Notify the Architect I- ry 5. Backfill plants with: 6 parts by volume on-site soil, 4 parts by volume organic amendment, 1 pound 6-20-20 fertilizer immediately should damage occur as a result of maintenance operations and provide repair or remuneration. O mix per cubic yard of mix, 2 pounds iron sulfate per cubic yard of mix. Note: This is for bid purposed only. Specific backfill E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal Z recommendations are made as a result of the soils testing described on the planting plan, turf growth is not evident. O � U 6. Backfill around rootball in layers,tamping to settle soil and eliminate voids and air pockets. Hold plant rigidly and plumb until soil W has been firmed around ball or roots. Raise all plants which settle deeper than the surrounding grade. When planting Pit is 3.12 TREE AND SHRUB CARE ® O approximately one-half filled,add water to the top of the planting pit and thoroughly saturate rootball and adjacent soil. A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the Y to 7. Set planting tablets with each plant on top of rootball while plants are still in their containers so the required number of major root zone. When hand watering, use a water wand to break force of water. U Q tablets can be verified. After water has completely drained, place planting tablets as follows or in amounts recommended in W = soil reports from soil-testing laboratory. B. Pruning: ® V) 0 W U1 tablet per 1-gallon container Z � F= 2 tablets per 5-gallon container 1. Prior to any pruning, obtain written approval from the Architect to proceed. I0:� U 3 tablets per 15-gallon container 2. Trees: 0- CL If 4 tablets per 24-inch box a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to 6 tablets per 36-inch box eliminate diseased or damaged growth,eliminate structurally unsound growth, reduce potential for wind toppling or wind 8 tablets per 48-inch box damage, or maintain growth within limited space. Place tablets beside the rootball about 1-inch from root tips; do not place tablets in bottom of the hole. b. If requested by the City, provide pruning for aesthetic enhancement according to"pruning" by Sunset Book. 8. Continue backfilling process. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to c. Major pruning of deciduous trees shall be during their dormant season. hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 3. Shrubs: Water again after placing and tamping final layer of soil. 9. Limit pruning to minimum necessary. Remove inured twigs and branches. Pruning may not be done prior to deliver of plants. a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is p g y' � g g Y Y p Paint cuts over 3/4 inch in diameter with tree paint. required by the design. 10. Stake or guy trees immediately after planting. Install stakes plumb. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. "} 11. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning and C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or replacing stained surfaces. branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope; the edge of D. Weed control: Keep all areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that the rootball on the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the rootball. destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and disease control: Maintain a reasonable control with approve materials. 3.6 TREE, SHRUB,AND VINE PRUNING F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: A. Remove only dead, dying, or broken twigs or branches. Do not prune for shape. Pruning may not be done prior to delivery of 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. plants. Paint cuts over 3/4 inch in diameter with tree paint. B. Prune, thin, and shape trees,shrubs, and vines according to standard professional horticultural and arboricultural practices. Unless 2. At the end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. otherwise indicated by Architect, do not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and 3. At end of maintenance period and at 30 day intervals should maintenance period by extended for any reason -6 pounds per prune to retain natural character. 1,000 square feet with fertilizer mix. 3.7 GROUNDCOVER AND OTHER SMALL CONTAINER PLANTING 4. Avoid applying fertilizer to the rootball and base of main stem; rather, spread evenly under plant to dripline. Rates will vary from about a cup of nitrate fertilizer(depending upon nitrogen percentage)around a newly installed small plant to about 1/2 pound of A. Set out and space ground cover and plants from flats or containers smaller than 1-gallon as indicated on planting plan in even rows actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. with triangular spacing. G. Replacement ofplants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the B. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart Architect. when lifting plants. C. Use planting soil for backfill. Plant each rooted plant with its proportionate amount of flat soil. 3.13 GROUND COVER CARE D. Dig holes large enough to allow spreading of roots. A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. E. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy F. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. growth. G. Protect plants for damage and trampling. C. Trash: Remove as it accumulates, but no less often than weekly. 3.8 HYDROSEEDING: D. Edging and trimming: Edge groundcover to keep in bounds. A. Install large trees and shrubs (5 gallon and larger)if they occur in hydroseeded areas. E. Replace dead and missing plants. B. Install trees and shrubs (1 gallon)and groundcovers from flats if they occur in hydroseeded areas. 3.14 LAWN AND TURF CARE C. Provide seed mixes as shown on plan. A. Turf must be well-established prior to final acceptance. D. Apply hydroseed by an approved hydro-mulch company. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. E. Apply in a form of slurry consisting of cellulose fiber, see, chemical additives, commercial fertilizer and water. When hydraulically C. Weed control: If needed, control broad leaf weeds with selective herbicides. sprayed on soil, ensure that hydro-mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. D. Mowing: F. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's height of agitator shaft, provide full circulation,then add seed,followed by fertilizer,then mulch. Only add the mulch to the mixture operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience. after the seed and the tank is at least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing type equipment in lieu of sweeping or vacuuming is not acceptable. G. Spray uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required E. Renovating: NOTE: rates. THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE 1. If required, remove thatch by verticutting preferable in the Fall of the year, but otherwise in the Spring. At this time, fertilize with ACCURACY OF THE FIGURES ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER/LANDSCAPE ARCHITECT. PLAN CHECK SERVICES BY WMWD WILL BE LIMITED TO COMPLIANCE WITH RECYCLED WATER REGULATORY REQUIREMENTS. Don't Dig...Until You Call U.S.A. Toll Free �� 'r woos SHEET NO. TERN MUNICIPAL ATE DISTRICT ICT MERIDIAN! X11 ®QC, J. �� VAN BUREN BOULEVARD PHASE II for the location LBC. #2609 �t�buried� ........... L6 . 4.......... . ..............................:XMI, ........................... 8841 ItE§Efttji QR Don't di disrupt 1 /21/1x6 SUITE a� 1A��5 MERIDIAN PARKWAY c®�B®, I RYIl1 E ( 926113 TEWlq �t SPECIFICATIONS Two Mmm LP 05/31/1.7 MNWD SUBMISSION 10.21.16 RIVERSIDE® CA. 92518 OF XX SHTS a �� r7>, Exp. Baats ' 44 .382.1323' DI ICT OMM You 010 SO UNUM �. F� MJPA REVIEW 09.09.16 D4YG CA�� RIDGELA.cf3�"�� MARK DATE (951)571--7100 (BUS) (951)57'1®0590 (FAX)