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LANDSCAPE ARCHITECTUR � L CONSTRUCTION DOCUMENTS - . .,� .. ,;IS -... �; ,�i��,q , I , ­0, " . � .-;I ,"'�,�,�:�! -,';��,& �:" LANDSCAPE INSPECTION SCHEDULE BY CITY 1 . .., _,, L , ,, . _ _ �& _ . �A,, _ 15�_ I ;; �,!� ,, "', _;�-�,��,, ��.,�,.:�iI - I � , � : I" �ml--�_4,1�.'�ffui .-.�_A'­-,A,;!wm --,..! . " � I .'.... _: ----" "!, ��---Z �` . : . �. .,�,�j��,-,;��,� . � � CONTACT CITY INSPECTOR 48 HOURS IN ADVANCE OF INSPECTION . - " ­­= - ;4,__"L7 '' L I � . , .,_%_,,,. ,-,.:;: '', L� , , . , :: _ _ . ,_­ ­­�­W,_ _j _ , .1 ­...... .�­16R�-1. ,� ,?,,,, -­ ". , . ,,, .1 � I ­­ .. :. 1,4�11. " - . . ...­ i; 1. ,1,1' �L'_ ­. 1, I., - .. ,- -111, , I I � - 'I ....... ,� 1� ': I I.. _­ _ � r % i . ,�-,, -,;;,;:� il,,� Landscape inspection schedule I I li' .. - -ii t J .V -- '. ,�� � ."' : i �...�.:�J -�, 1 . ;E- ',r�t ' FOR . 1 � i ... 11 _,*1 -?��,� _ _ V � I ­ I - � , .." I :: A, . ­ � �. . ... rae!i ­_ .1 I . . I I 1­ 4'... . ".�-N7,1�tl--� �F!�,�'ll!�u��,�.,;.., i - I . - V -111... 1'5;1111141�3 . _Vf_�, . . ­-, 11 ­1 _ii .... . -, � - n­...- - 11 I a.Sleeve diameter, type, depth and location � . 111 , I : .:..: �Ii­ ,."a . � .. .... . I I � , , " b.Soil surface drainage, elevations and trash (including weeds& rub , I . ------ I ,, . .s � . ,,�4 _r � . �. .12 V - ... ble) . , 1;: I ;" �, .,�. P I ... I 1. I ,,, -1 111 �"_,' 'r, I.. 111,��, I .��4- 12,21',L=,�ii.' , I 1,114", -I . ... . i�, I 1.� I : .��� .:: ,, ]�. ."!-,,,,;,:, ,- I......... .. _ I.: ,� i,! �I',, ! _.... .. -4., I -1,-, ,� , � - .1 11''� I : . . L � . - � "w I 1�1 �. . - , � . � r - . r I I . I I � I � �� "I 11 I I I : .... . 7:�,,,?'�F!R :*b,lilh: , ,I 1 � .. 1 1­5 .. .� POL[`- : I � I - 2.Hardscape/Boulders-Cobble I— . . , ,?�R::*brltlh ,, ,­ . - ; ::�.- - ,"! ,�� - - I - aI I ; i'�.��,�i��...!.:* = � .1, . . .,,,.+�,��,R�;2 � 11,1�F I " I I . I . 'i� Ni"Lii":, ,,,, I I - . a.Sidewalk and wall layout I., . .� I � tf 11 _,� �1 11 ,� "', I �,,���� ,F,��,i�. I . 1. 11 I :" - '�­,i,,�,. , � I . - b.Utilities location ." . ,�,'.116.� 191, _11 1, � ­� � " . - IT-_ """ � . ;.� :. �� ,, " Ad=III; � 11 I . - ," 1�1%,: q ... .. �.;:: . � I I . -, .�v I ,''A , . .. . �, �,�; 11 . �L � ,5- -, 11. ! . .. ` , I I 111h. . .�' - , ; . "7 c.Boulder type, size, weight and placement . ; � ".. . - -- .I 11 " . , [_. ,. � ,,,1,�� 'L I I - � 7 , I .1�, 4 ,��,�� ; .... 11121�1__161' , I ���- , I- 11. I I I I . 4 ;�21, I : 1*�. � I 3.1rrigation System Rough -in i,.,. !, � � � I .....L . ­­ . r . � � ... , ­6 ::L . I r"1111 11 1. ` ' I a3rench depth and location �?,"rr . !� I­­L. I :LL !� �.�N,l I ­ . I " ; �:- ,� Im I 'I","', I . �1' ­ ; . - __ --..-- � L�""_;;171'7� � Irrr-0-- I ; ... . . � . I -- ' " ' - ' .... ' . - i L". - - . I ­ b.Pipe size and class - i__�� ,11 � , ,p , .__ ..._.1,- - I I . - I 1,- .. �, , 11 ,__'-'­­­­­4­- : �_!­ �. 'L ­'.� ',�*:-74 ­.�, ri, - - ­_____.".- . c.Pressure test (1 25P psi for6 ho4s) ,I I r- '* , ; : I..--__ - I . L 7 11­�: 7­ . ��*,�­-, 4�6� , 11,,,,,� �L ,I.. .. 17 .� - . �;. -'.... . L'.. I I . , ..a , I . . L. . _;­.: .. 11%, �L :-. I .L . �- -.:: . :­ 1. - I- 'k", .. . -. . ­ . I ....1. : . L ... .1.1. . ... .I I ....­'..L I '­­: ' � � I I .I I .t �: - .- � � . I 1',,411, , � I . . ' ILI ,6 11 1 "'o -1 . : . . . - : I I -11 ,1 , . I - I . . :.." � , . .. . . ­ . I .. ..- . 'L ,:,,�I . . I I . I . . . L , �. . I . 11 . � I ­, . .��. p . .1k.. I I I . - . I I a.Condition ­' J, i ; . . I . . . - .; L , %,, ,� 'O. I ,�, . .. .::: .: I I I ­ � , - . I - L . I . I 1 �, �....,,.. I ... .1 .11 ,. - :: ...,: L i I .. ....- .I.- . . . . . � 11�_ �L I- - I. � �, *.1. I ...H . .,,. r.,1.,:� 'L - .... - ,. . . I . .I. ,; ` b.Type 1� . I ..", , L L . . . ­ , � .L.... . I _ . , , L � ­ .1 .... .�: I i . I . � - . L .1 ., 4.Plant material (Irees&shrubs) ... . . .i ��, f . , - . . - I , '.. I . : , - . - , 1 L . I .­ 1%1� � . . . A.'T OA LANDSCAPE AREAS I 'z­. � I- " . . .... '' L...... . 1. I I ".. \ �,,� ;.�,"L� �'­­ !....L' .;� � , ":_L'i. _;,­ , , ,:� .L .��:.:!:L��� .: - � c.Placement I i �" wl; _- - - :'.:!. _ '. ; i � � I .� -_ I ­`7 �� - . I , I ­- T. :­�. _:. ..:. . , ... �:. :�:I L '.. " s I , I _­!�'_­- .; .-�,_ .. � ,�.�.'.., L. . . .1 .:, ,... , . .I...,L ..,* .,I,­.. -.:.,-.-!: _.<7k I � LL L­,­ . I ---_:L` . 11­jI�. Lt.... 'l, - �� 1. . . I-­ 111il- I . ,-, I I ." -i � �- - - : - � � I .. ��­ � !�"".- ­ ,,, ___ :1 17 ,� : jj J --`�iJL �� I osed grarThe) . . I i,�lll- 1:: iT I 11- - �' -'�f�.,. '_tL:� ."_k,. j, -, ", , ," . - � 4, i . �:,;. 5.Ground Covet (decomp - . , , ; i , _ " . , . i'y r : L. I I _.. ... 1. �, .. . ,S I" . I - .-Y :�!�,.J,- :J",- !"�,. 1_,, - 0 I , P� ; .:, � L. " . : L",L� .:,_ q , s , I . : _1 % ... ... .1 .-: �,- . - '4 a.Type ; I ,­L!, I '10 ''f C :.::;.� :: :��.:_­..L'�.� ...::%I... . , .14.;:1� * :, .. ..�., �' ::� ,", . . .: . .. :,:.� '.. , ..r; . - . I �, Z � 4, 0� , - ill b.Depth and spacing �, 11 I,",'L� i i, � I �L .1 .. - � ti�; arcel 3 of Tr . No . 27213 & Parcel A of PMW 00- 1 9 ­_ ol ""I"i, . I ,,�, �_ - . c.Compaction � I.. I I 1 �17 , ;�"­ -I , �i,""! i 'e� I ,, ,� "Ir.� .,% �i�,�. . I - . I * �� , I V ­l��. I � I l-,wi- * 11 L,�."', i L -I �­,­­ � : '' lr' . ,��, .?u: . 6.Final I, 1:', ' � �j�,�',,.._ L i" I-__ ,.,�_ , I., ,1'�;- I ,�I ­,� -A- , ,_ I I'll �.� I a.Irrigation: ",", , ,� -,l-, � ''I ,�11- ,�, 11 I ,�,.� _1A, , , , I / ,� � "I , ; �i;,",, I , . - � I i 1_�� L . 35751 G -I I.Valves, boxes and wiring .AS','4�' "I 1F.- � �,-,, 1, � I -,ateway Drive '14.­ 11 I "" II.Controller operation and schedule I�I � � �;.,. L _­ L",, ,L ­ "'' , I I I , , I L I 11 , I ,,,� " iii.Sprinkler, bubbler and/or drip emitter type, flow rate and quantity _­, __,_- , � I�­, I - -11- X-1 " , � - I � " - "'""' ,:,��,-L'' I I . f � ' L I . .� I V, ; - ,)", L ,, 11 ,L "" " , :`:� " I,— p 1, L� L I I L I, ,,� I I"",, �'r� �1� il� I I - �I �-1; er plant r.-� L " -p'111�7 , � - " ��, . � ".. ".­ _�.......L"� I r - "� lv.Overall operation ­11 .-., � � . -: ; � ,, I .� 'Fi"),� P I :, ,�.:.7, "�', I i�� � I i. 'r , � I I ,�,.�, I � - , � I _1 v.As built �.-­ I .� I 11 111� �­­'.r ,11, I'll �.U�'. Palm Desert California L 1­ 1 I � I , ) 1, � L.-__L' I b.Tree staking "I J,I,,P- � � I ­_- - �, 1, " -ZiL ­_­ �� � - I I I E , - - __ __- c.Overall . "_ ",".7 �11. L� ,,1"�, � , . �,iiL �,, - :1 I , ­� i �­, -, __ � . . -_ .1 L I - , " L' - 11 -111, I 77�_`, ' , ,'� I -�.-,% -­ , ­ -11 I "L� , -�404k�� :, ,"" A�, " �,�I ,�, . I I v I,,,_ _ �:� .�__�K ,;,� ,­­,�,�i�l� L 4_1��,el­ I - I— . , I I I- - I­ , ii- �I -,-- - I � i I � L \ - I �,_ ,� I'll �111 �, _ . ,,, ;� - , `:,�,` 111111;_".�­�,, _ _Z�,��,,���_'.%e'&4 �,,',� -.- _`,,-'v,;� I_'Y ' I . � �L ; �' L � L- , L I I _ , , : ­ , _ ­ � I - I - ' , - I - �- Sares= Regis Grou �Irvjone, CA �,­ 1 , - ,% _V�k� ,�', ,�', ,�', ,�', ,�, , 11 I I , _;�­ �',, k , ", ­1 111 ­­2 I_, 11�,_. ,� 2� ,K-�� , �Z _ � _ _ _ _ _ I I � , , � I � i� I � L . I Iq ' ­�,�'­g"!"ii I ___ - '_ 1 . . . � ­ 1 . "I _ :­­i�,­ I � ,�_j " " ­�-­,,,', - �, 1-11-ii 1�1 - � 1. ,*�,- I I �, ­ . 11 I L, ­.­� - ,_--_---__------ I "' 'I., ­ I L . I __. _ '' ­ I .11_1­ , . g,",­_��V_%-, ­�_­,F,F�-,Fr"�, "79�,,m, � lj�, K,,.�­ � J - !!� . �'11'�, :��. :"11_1'�. L� ­ I � ­ , "I 7 I ;-�;�=,;r 1, - ' -,", - 11 1, � , 1&11,�, 1 , 11 IL I I : L, - -, ,�­,L � it-1 -11- _ ,,�'. ­­ __ -, I ,� �rm-.�,,,��M,X""�;­ 'l.";L L �`,*�i!," ; I IfK�1`11 4""'*Iftm 1 � ­11 _� ­­­ ­ I I Wl�,M,` _,�M,%%kIwW_""i4,,�,, - ­ - __ ___ - ­ 111.1111-1 . 1.11, I " Ll" , I 7 , �iL ,,, I ­­­­_ - - I - I 7 7, !�, L L �:­�,� - " _'Z' " I / � __ __k6"'i,�,,'--;, - �m , - 7o"I'll, I. _�� " , . I � 1,i,� , 111W Aa� -". ­ I - 1­4*L,�', ­­,­ - ­_�i�_ -,­�, ­'�� . . 7 , I I T,­rr -__��� 11=11111111111 - \r�. 1 3 1 L I I 17, ,7-- -,-�', . , ,j­": ,�""', I ��'. - , L, I �'k,� L- � . I 'A� , , , � ,­'�r ­ I 1�'","A� "" "., I il; . � ." . I I �� ! L -,­ .� li� L I I . "' '' ­­ ..,,.�11'1,f.�". .. r � A.B. Anchor Bolt ��,_ Int. Integral L- 1 TITLE SHEET . A.C. Asphaltic Concrete "!.. J. Box Junction Box L-28 TREE AND VINE PLANTING PLAN I . I . I Adj. Adjacent L '�', Jts. Joints L-2 CONSTRUCTION PLAN �1` ,,-,,,i I , , '_ L.A. Landscape Architect I I., Alt. Alternate � " , I �;*" _J Arch. Architect � " Lic. Licensed L-29 TREE AND VINE PLANTING PLAN �k 0 ,; i " � I I - I�-' L Auto. Automatic X�l L.P. Low Point L-3 CONSTRUCTION PLAN I 1� I! ,_ ! " .L_,fj�', 1,� "I ­ ­i;� "�­',"'' _�, _V,,�, I . ,�..I" Bldg. Building I Max. Maximum I'L�',� L._ ,�li,","'� ''L ', , " , ,, I , � , - '1� �,,i!,',!�*' ,� .4� �,�'. '!�,�'. � 111111�1 ': I _ _ _ _ _ _ -1i.", . "'�', ". _­L-30 TREE AND VINE PLANTING PLAN � " - 131k. Black T_­1 I i , M.B. Machine Bolt I L - - L .. I "A' STREET 0 - - - - `1�1 L-4 CONSTRUCTION PLAN I '� k1l ­ W il`� I lkt. I ,� I 1, ,,�:� - - 7 B.M. Bench Mark , Mech. Mechanical . ��Ii` _. I ... = 1 -31 TREE AND VINE PLANTING PLAN x, � - ..' e'-, I . . - B.S. Bottom of Steps Med. Medium '*,"'. ,� L ; 41 . ­­.:::_1 !,- � . - _ _ . __ - -1 --1 I -, - . .- ­ � :1 - ­1 1 7 ­_ � 7 . ___ ."'.7-6 ,.&�.11.01.11111._,,7 .. lo .'I- ( t � , , "�7r," I . I-, - I. �. -.���. C.B. Catch Basin �_, I _,r � 11� I , � 1 im -5 NSTRUCTION PLAN , i " I _�..�.? )I . .. - �, � , i J I � %-�,* Min. Minimum I �L­i"';-i­.'' T � I ; � � ; I v ,; I � 4� , i I �,1. 1. %� I . ,cIr I 6i i' I , " .1 _ �.,��,,�;,;�, L - � � 11 �7�. ,;, �_ , , . - . ,� I ,�. . I I ':, ,��, - i I 11 . ,�, " . , , -, ' I . I I � 1 ,� I , �� 1, ! I ` ' ` 1 1, -1.-,,"A. "i 1. .Ak �11, , *-& _­,4!,.4;��� I C.F. Cubic Foot M.H. Manhole � � - t I 1��_, ..7 � ,L-J��'- - 1 .� - .1 I . .if IiIi� , �0 , , � , I . I 11 ,� , ..,: -I "I i ,", , , .1 . ; - - - 1.i, ._�':.,�,� I i;,'�'�, T 4 ___­�_ - - - - - �. C.1. Cast Iron A Multi. Multi-branched - �­ ;L I 1 14 - , @I , . , A" 32 TREE AND VINE PLANTING PLAN � - '' I I � � - I _ ._� 'i� , EE SHEET L-14 �� t - ., " I I - �Ii�_ S �11_11'L - �­,,*4,_,­1, 1 1$., L-6 CONSTRUCTION PLAN " � � . . ,lw� _� _... - P _� ,. C.1.P. Cast Iron Pipe li., Nat. Natural I .. - e�'A - -.0 , -�-1 - -_ Iz TA _1 .1.- - . 4 . -4 .. t�­r ., 11 ` _1w_ .-I; ii, �;., �....:. 11 I G.J. Cold Joint S� i �L �,, . .I'�1:� .., Irt '�41 `,�'I I ­ �,­�"--41 I -I') ",_1,1-1 It I .: �-:,-,�­-.,_. I F JjL' I � . ... I ,.t,4�.A...,^ � . __t.v, I �'r_l I i1k.-I �, I - . , . L-33 TREE AND VINE PLANTING PLAN LL I . �!:�.q t=' ­ % A - _� I 'C� � , -� , 1 � .,�� � ! , -, *� ,,� 91........ I k N.1.C. Not in Contract "I . . ��_ 1 ,. " , I . 4.- "',� V-1 4 )11 I I C.L. Center Line O.C. On Center I ,!�L , - . � 1 . 1, ,.,1" I, , , -7 1 1 ,4,�'17.��, , �irl,,, ,-,,,,,, ,, i i .� vu, 11�,. �-,_ - i, snow d", . I, `-1, i , I � 4 . 7�"',. J T`.! . :J � i I Ir �,. , - *0 I I L I I q.. Cit. Clearance 0.D. Outside Diameter L CONSTRUCTION PLAN - ! "', I ". -I.-, I . p i �. _, F I %, "I 1 I`% t I "", � �� �,_L.E.- _t� _`� " -34 SHRUB AND G . C. PLANTING PLAN >---- ,� I ,, 11 , ­4 - n.�.-b ,,� - , i i � I .11. -i ,� U, �.'O� -IF ". ,:J,��J_. 1 I L L 4� 1� i t- , - I_... K-11, 1111 ., ­7 - R_.1_._­11 IF--11. I'� 1�_�� . C.O. Clean Out P.A. Planting Area _e, I i � ­­11-I.F-1.I;, , .1 '14 .4­ L - I L, .01-1 I , r ,.��,j_; h � � "I­11t k., I I 1;,-. li�11......-o' I #1 � X _w I L-8 LAYOUT PLAN � - � 1�. � I ; Ill - - C.M.P. Corrugated Metal Pipe Pert. Perforated . - I Ir I­ !1i� -P , ­­ e� � - . . �1' V4. 1 I' . �, �# I.- ,, ­11 ,.­ ,., .I ,� W 1 1,14 1 ;1 r.-..i-�14_-A.. '. ....... . i 11, I . Comp. Compacted I P.O.C. Point of Connection I �,,, " I � ;:�,. ? ��,,� �_ , _.-.II t 1, -<:E!:7 ,� _.k11 ,� - . I . -� ­_ L-35 SHRUB AND G . C . PLANTING PLAN I _ , , ­;,�, - I ��,L 1. --fl 11 - .1, - .", ­L " , --�--)�, Con. Concrete k P.S.1. Pounds Per Square -100�1 I I I,:­­,11�,.L I L " I - . .�i I . % 4­ - I, i_i- ; ,.4 -1-1 I.. ; 3 �t T­4�� -%] LT�`­,....... - L-9 LAYOUT PLAN . " I - 1 A. -11". - 7 I If , 14,;A11.11-01 " 1 � ; f,�,'-�L...;,, j_.- I'm . ( I . ; � I I'll.p,. , q . , Cond. Condition 1, P.T. Pressure Treated __� 1;� , :1. IF,-,, .. ...-.I" � ,!.4 1.� , 11: 1.12 K IF e% ,2 0..____� I I � , ,�L '*,I �- � I, ­_` I . * I 'r,' �, :L L _rN - ,� ; ----i1g, .ir,I t�l I_ . till Cont. Continuous i4 P.V.C. Poly Vinyl Chloride � L-36 SHRUB AND G .C . PLANTING PLAN ) _�� _�� ; . *L ___1 "Y'..- " -1--l'.- I 2".�r . � .4 -�- I ,,, ,77�77_ . I ij� ��[ .4��­ I -- 1-1. Ok- ��L� .. � , L- 1 0 LAYOUT PLAN I 114 71--.1. I's.. - '� ,I i'l I -, , Ct. Center ,,,,, - F 1. ,,, �4 r . ,"! JI X.JI,r� `� , 1. "' 111-1.1 I , - , ,14l �111` _1 I ku 1 --T_j 01 - r- , � - ip I I -'J"I I - i % d i �­ I ""', R. Radius T f-I I - � 'C) (J' J ' L � � '� I '1't�'1,11'- R.C.P. Reinforced Concrete , �Q,-1, . .Z'f!"�,0 a. 1 , � , .-A. -, Ctr. Sink Counter Sink , I ,U I ,U I � I I I , - . . � ,,, i � 1 1W -,Q'I - .. i. h , . L-37 SHRUB AND G . C. PLANTING PLAN ., 81 � A. . IF i _ �1411A" � 1"'i, L n-I .", I- I �I Q J D.D. Deck Drain _'�`�, Rebar Reinforcing Bar , � ... . - - �'W.C? Q'Irf"'m I .1 ,A .�1 _��7 "I I � i; [­,. =Ak, . �,,, '­ - �';":V' -,% , 11 11111� F - __.__� __ . � ,",, � - 1 .-J .�V�� 1.1'..-W?�i /,I , I ,.- -L . 1 1,.171 I I Itj , 't. ., . -�,�,11"I F.�.,I .L....�7; i 't _.,,�, I A �, , ,J � Im 1 1 D.F. Douglas Fir Rein. Reinforcing I . ,�p" 14 _01.It � 11 ... I F I . ; -i -,f, t . (!�-�,jr-d,� � 'L �I.,.� lri __ I,a, I 107�1 4 I i , .1 I. ,% "ZPZ��,�!,� L. 4-44 ­0� i ii - . I S - G .C. PLANTING PLA '­�JiJl'.! � ., - 1 1 LAYOUT PLAN ��_i. _I. 3�'Jpc�,�!Z'_-, 'i L , - J� . 4, r -'- 1�_, � 1� � 4_t' L ,, � - I 4, _�. D.G. Decomposed Granite 1;, Required �, I L-38 HRUB AND , ;01 'e I � � Req'd. . , -I 1. ... 1::_:17 -1 R �, � 2J k, � I- - ..". , .-I - I - ; �_� - I �1,!J&__Y�i" ,t . 11 1, ; �. I Dia. Diameter L 4"' Ret. L- 1 2 LAYOUT PLAN 1� I 11 iti- 1, I - �1� I L. � I 0 i IN, L %.a. )�C_ LL , 1.�.� 1­31.1 i,_ z -- i1 1� ; � Retardant - ` 'i I .'L, - lk.Gr�rll bZ1 ;71T Rgh� Rough �, I - , � Dim. Dimension `� I i � � . I _-­ - L-39 SHRUB AND G .C. PLANTING PLAN \ - .. � ,. ­ - - �!, I --�, ` ,; - Ili i t : . I � I � ____1 -,I "" '. 11. I . - � ��L , Ea. Each � . 'ii . , C) 07' ' ;1 Dtl. Detail . I ��'i r, I .1 -1 F� O�. , r'.. 11 ,�.;� 1. , I . �I R.S. Rough Sawn - 13 LAYOUT PLAN ­'t ( t_ I _ �:._.. : 3" L ,,. / P - I ".. � J_ � 'L - L ----I I , .._ "f � I �J�, if"Z.�, 4!"-11 I I - I --i I 'I iii�J i , I .1 lfc, IF � I'll; �� 11 _.A. .I I ., R.S.R. Rough Sawn Redwood '" " , :! ,!, ,� _; Ili , P111 � 1 -11 I - � 1, L-40 PLANTING DETAILS 1, I , ..:- -- , �`"' , I I 01 .­ E.J. Expansion Joint 11 ---I Qi..!i'P-:, .A - , _% 7 I I Rwd. Redwood I "I 4 I'l I r�, 1�1, 1�1__ % I . 1. ,,,;-,-7", ! , ��, �JL , �, " , .1 k Elec. Electric Ir L- 14 CONST. ENLARGEMENT PLAN ­ ,, IN IL I� .il., / "4-L I A . - . I 7y liqL-t o� _��:�:,:_ , lo , Al . ;N Sch. Schedule _­­_10�,_� I I 1. - , , i"571 . � ; ��- � � -- 0- :\I C_P� 1�, �'.. t.�L,__.". I � Elev. Elevation . . 11 � ,,,, SEE SHEETS L-7, 13, 25, 3,`J I-- 9 . I � r, �...:,,,k . __ ,A". 1 I S.F. Square Foot _, ". I :,I ,. ___ . - ,-�,:�f - I - �f-- 7' - � � ,, r .1" I � - �P 1� 1 1 � I " ,,, " - I 1�..,S � , -41 CONSTRUCTION SPECS . �i , - 777 ,,,-- � J k r_:� ,�, - ,*&-,%��f 4 -, I - I . 1'' 'IQ ___l Eng. Engineer ., � Sht. Sheet 1 �7 ,I, k�i I. . -0 - �1, 777 , I,' � i i -, .., II, I 11�,UI J, L I , 1L . I r., .. I , . -L-I:,.--.I 7, I 71�'L `�! ",".,I .1,� ... ­1­ : � : _ "t��.�,�_ jl;�'.­ ' -, - r( ..,. -,- i 1� 4_1 , �q & il III,, 3. - i 1 Q.ry Z, " "T_ I � �T_Jt - 1 5 CONSTRUCTION DETAILS I I �?: , A L� "", (I !�i� - L I, L ,, � , -.1, #1 ,.� -:! 'I I.--_14 1E.__ , sp. Espalier - ___ - ____ i r�,,r .11 Sht. MtI. Sheet Metal I I - � _ 0 4'. -- `-'�-j, I , I � - I -_ I ( �,,%, U7, 'ij J­* I L �4 : Eq. � . - - - If �_ f­T . ,IiOr< - p7m 1­1...4 / A` -.1 �. J­(4�0_�-t..j� 4 14...., --- __t� I - ­_ 4 ­1 ,11 ,�L E.W. Each Way S.L. Scorellne I 11�, rl,,:, � - .1. - , - WX W^ I , Sim. Similar L- 16 CONSTRUCTION DETAILS I , . �V _1 � :1 I 't --� 0 i /', 1;'I'�_A­-X, ..ik� r 1 r i %-.,.. EE SHEETS L-2, 8, 20, 28 & Equal I ---L-42 IRRIGATION AND PLANTING SPECS . -1 .0 R,,,,� Fll* '�, I ,,_­_,_rRv S lf!IL� , i� , .= �- ,,, &�w ,-,A. 1'1� �.,q__t._ �­ -z�-,--.' 1, f - I . . . _ ,i�v,�­ I ' A ,, 1 �z;,;6�.��' " " , 1. � ,i , . I I I. Smth. Smooth � �,�r � � 6 $ - -1� I ,7,I., I � I lwl` - - -.,i I 9 E.W.W.M. Electric Welded Wire Mesh , 1, � - L I � 11. ..�,., H.1 1. ��1:,A. IF- . � . J - ,.� , I -� 1�_ , I, ...-.4- 1111,�,. " . Ex. , .. ,:, I L if,,-,,�i ,�� - - "0?:- �-,1* ,� , -K _,a- . ... r4 - Existing -, � ., I L - �41_., I , .1 I - - I f Specs. Specifications ..'�� . ,1;, ��"" � .'' I ,­�' I �111;;, , - 17 CONSTRUCTION DETAILS , �_ "" I 'i I � o . , 17� �1 , 11 L .. " !,�, It, . . LL ...LiL 0 .� _LL I Exp. Exposed Sq. Square I - - _,J� � MA I I --­� 7_­�', �'.­ ]my r1111 41 _,i,�411 "- 1.7- � I , .",%; � , 11E� . � QF - i , "11,111 �_Li � .1 4�1 - I � " I 6 , - i I .1, am"-ENNE" t F.F. Finish Floor Elevation Sti. Steel . I .�-�L .I� ­�:"'L�-, 4,; , . I t­',4�, , 0 �, - . 1:I I_k I t ... . I L ­ 1- I - I � ,I I - , " � I W 111 F.G. Finish Grade A, T.A.D. Top of Area Drain i I ,,,�­�, 4��,; " 't� ,,,_,�l �q I __ ____ ________ __ ________ I - I ­ _; �! 'J.'' � , V_­ 4 I,"� I r'Im-- A � _____ __ - ---Fire I lydrant ---------- 1 ---T-& 13 Top and Bottom �. 11 r .- " .s-,r� I�,. -F.H. I � 6,_ -VP "I ': I . , .% ; _It I I - ��,� � , ,::,, 1, - it,t_. .7� - i` ,7_1 1 �, L- 18 CONSTRUCTION DETAILS ­­ �;A-n Ilk 1, ., � _4 A __ '' _W A F ,... il..", -17 -,­* � I ­ P t F_n 1. ­ .j � N i ­�,� I In' -_11 I I , kk 1 P Fin. Finish I , T.B. Top of Berm � I ; - 1�_�. - M,�,11-, F , rZ L f . I -g, I k,�, ­ 01' Js -, ��IL T.J. I ,_�, .. I _ ,__' _,_ 111 F.L. , L- 1 9 CONSTRUCTION DETAILS . I 1 I h,2, 1. 0_1�1 IA _=, 77�7­ ' i.�,� ! 14 ,�7"I'...-, , SEE SHEETS L-3, 9, 21, 29 & 3 Flow Line A T.C. Top of Curb I � oft-!�o-`* M_ I . - , J!L-._!-, : ___------------ .1 I ­­ 11, , ";=-, Fit. Flat �' Tex. Textured These plans have been reviewed by the4:;oachella Valley Water - �� � .. - 1'�7;­,--,-,­, 4.I_-- � "I .L -.11 17�1 �=`�7, L' , � e .."r i__t" F.S. Finish Surface T.G. Top of Grate District in accordance with Water code Title 7, Division 1 , Chapter 3, __-V al . - " . ­` - I 1, �..,�) ,..-..-,,.,* "� "' �, : , I I T . - . , , 11! ur - , 4 ix­�_ L-20 IRRIGATION PLAN �. I � i ',"�2 � L" Article 10.8, Section 65597 et seq. requiring landscape and irrigation , L" I 4 F H tk�i r', ­ Or= �:Kt-'-`�-,,-,,,,'��. �k!;t g­ ­... � Ftg. Footing I � �.... ... - - ­­11..-I.- :i' T.G.D. Top of Grate Drain . I J,(6,:--'J1 �, i.7t C _­� :. .. ­­' I - I-7 - 1� �,L �� ; . ,.I�` _...."61 U7 �fl­ I L I 1� -- , Ftn. Fountain I I I . _�1. , 2_��Li ,_1 ,. . ...i �A F� I � i & T`[i117-�,:7,­- I . . �,,_��_`�7i Lii Ga. Gauge ." Thk. Thick L-21 IRRIGATION PLAN design in cooperation with the local governing agency (City or j I " -_� t�Tl',;� I �,,i­ ­�, k"-1 T.P. Top of Paving County). 1. -1u, � , F­,-.­_­ , � -_ V I I . 11, . I --_,�� N, LTI, � - 11 'I", 1 t, ,11'_[_�L - > I I T.P.C. Top of Poll Couping � _,!,J�I' - � �� , ,, -_�i_,, - - 1-I& Gaiv. G alvan ized -;k I9 , 5.,-___A,1i -, __ b ­- 1i p W R � .. 4�O� ' 4 , N -­­� 11�� _ �ki " I '." - 1 7­..­ J Ground Cover - _ -_ - --_ -_ - - - - - - - - :f � " ,.�.o , -_ -4 ' .'-��"'- - _ 1 IV, - (OL --lei W�Cj�­ G.C. it T.S. Top of Steps L-22 IRRIGATION PLAN Approval of this drawing by CVWD Staff does not constitute approval � I " 'L -'b­--t-�­ __ �. _ ,i �j.4-�,!() i3; � l I I � i I �';.%,q __ - T.W. Top of Wall I .1 11 1� .1,� ­ -1- i; 11, , . 1 SEE SH EETS L-6, 12, 24, 32 & 38 �� L 9. .,� - 111TO.;1141. .....� I 0 �_I._� __ OF P-111_1�1 DES33"EtJ H.B. Hose Bib -1 to encroach into district and USBR Rights-of-Way. Trees, plants, 1- .. , _� " 4_li " I - E-::k- 4,.1...1_._.. � __ � � - -4 - 4.-,r-� � -,�1-% 0 �­ 11- OF _ - walls and permanent structures of any kind may not be planted or - , ? - t GE G.1. Galvanized Iron Twl. Trowel ) �1' �l 111 I 111111111111 - _ "r �__ ;i-�­_- , �,,"' I" , S­ �"" - �_b 17..: -_'_�,,-7, Typ_ Typical -23 IRRIGATION PLAN 11, a - _ - . __ i_J.,:!!__4�,;. 1 ­Jv *1 L 11; � I � .".%� i 4, �, ,�,, , �: D 7 PA,R T F4-�' Hdr. Brd. Header Board installed in CVWD and USBR easemcnts or right-of-way without first L "7F ; I ---- ___1111 = ,. � 11, 4, "T,�'­-1, � ill� .1 Vert. Vertical ! . ��r_ -46,4 ,, i - , Horiz. Horizontal - 7 1 J�Tll*r COMMUNITY DEVELOPMENT �- - �,. i-I I , ;? IV, lf!�,,��\��Ik",*��,- i ; I 4 - � 1 � ) L - .t I - Y. __ r- , I I. " - � 11 > H.P. High Point W/ With obtaining an encroachment permit from CVWD. � L, JFJ - - a - _ I 'i V $4. �­­ '3 1 _�_ � - - A - e 4_ �,.'_! 'L � 1�1'11�111_.Kxlr L-24 IRRIGATION PLAN . I f' I . - 'M 0 �0 . I',,�,&N�� _,F� . --%a=-- ; t !� �r . .��. . 11 .� , ,�0'1.117--D BY: r at �, . �;� !.. .. < ArPr Hgt. Height W/o Without . . -0� .- , ;'P,-, �r,v, - . N 4 � .. 4* , I , , 111�!,�.,"0,ftw. ",,; ..... - -. - - 11�� 0 C.C.RES.1`40._,2�,TAFF LETTER r I.D. Inside Diameter W.S. Water Surface - ... I_ it �'�­Lj ,�-11 �-�,;-_, - -A - I "I '. `J� 4. . , ! t.1 -1 n - L_ III *�, - 1111111111111� �'L i 11, �, ;�� .Q "I' =_ - ......� _0 ;, �� . -, 'I.,. $ ,,-, , , - ­,- ­ I (D ��, i".. , - A 41-,;" L& - 11 � �: 0 P.C. RES.NO.- [I ARC AC"110N FORM Inv. Invert __ L-25 IRRIGATION PLAN , �, k. ­"fu , 'I" '. ,."��, I.. � " V, I--(_- 1"V_Q­ I .. ,�, . -�-��".\%.. 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I ---IKSI-Em-- --- , �7� L '' _ 5 lem��111e'1711� 11 I I I I I ` I 41*17*11 - � : VL70C7V-60 q-T V1-1-W. 11 I If., I , - , W. 1k. -L- - 11 _ ; . : , 1. .. If ", I . - - - - __ - - % & . �� . � A -� --- __--i I i I ,. , '*� ""', .�_Jl Ir �� . "I I --- - - X 11 If I I.. . 1. L .�: .'.- " ��� . - - -1 : . .1 L ­`�_, . . ,- . 11-N`_' ­ i . .. �, .., .......i"I M "__� I, 0 I- : RRSTSUBMITTAL 10/17M(CLIENT-PRELIMINARYREMEW SARES-REGIS GROUP FAVREAU ENGINEERING t .� -_ - .. ! I I . t e5 I�:f �'LLL� , AA .r",77 -41- i � Mk , 11 ...... ­ .� . 11 1. , --,.�!: L.�. . 1�1 !2� 1 '' -,;-,, -1.111 _ _ 1-41_4ili , . � � --i'l-l"I"12 - air - 18825 BARDEEN AVENUE 3434 VIA LIDO, STE. 250 ''.1 � ,,, . I, - 1�� ,'4 11 i I, tj �11*. ,"_. T .f ��,�_k :� �- :.,.. I I � � �i.. i. " . i, � - ­ I - .11,�_1"".1 &�&.,�f t �Z - 0, . 1; .:...��'L :' - "; . iz-­­­,�­ �� . ,`�� - . . .L .I. � L �"`;­ ' ' -­ . . I".. ;.1. . ,�-,R,-,�,, . I ­0,4 ,4___ ,�,,, . [ i .1 � J ,1 " � y�&_e 1� 4 __ij L. � i YZZ/U .1 MOE -�,�­ I 11�t . � ri-A--i" , i T4 1,�41' � ; , J :,��,, ,'�?-I-'- T- I. � � , ­J � -, ". ,� ...L, ,� 'I, i .... I _ . .. .11 . I -I 1� ,w4, 4 ��.� 4 1 1 i ,,� .. . I - I - _ _ " , --I � I . . . . �,,_'.."-, . ATION 0 .. I . '­� , ;:7 7;_ 4 J .V,i� . _,.Ai�_ � . . .. . I 1 �171 ,� -1...­iz,3 ".. _1111 , L 1 - . .. PROJECT LOC RRSTSUBMITTAL: 11/1M(ClTYANDCVVVD-FULLREVlE" IRVINE, CALIFORNIA 92612 NEWPORT BEACH, CA 92663 1 �� � Z-- �11" I .-L , A'T, i4i 1 4.iz�l F" r--f!i 4 , �; . ,5 �? _­ - 11-�ZrL__��:��, I I '. - , "I , - '1� . RE, L - . _ _ . ____ �`o 11" , .. .. I t - I - .; , f T'i, _'1L - SHO_ _ I I I . I L- :i'.. 11 -.t,� 11.11.111. � . I . . . xfta,`� A L' � ,� il _1-:A1._JL I . k'r­'­ "­ I . I�L I _ . I I I __ . I , - ____ F:" � - . . -zk.'-�I'-�`� �,';V'P I L A , -1. � w . �, I 1 3 1 ... I ___ ;.. : ..�,�",;:1 -,,"�',4'�7" , �11 I - -". ­ fi�..........v ... % ... I.... ­,�y,� .,..::, . 11 I'�..� . ,,� .�t ", � I . 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'fir gg� : 5I al. 2 } 10 /� t i C t A . _ I y , 'I ,VAVvV.\V„W PH aP `r,r\\\w Nl, VN NMVN♦„WPw V,v va �av,\,v,av,U rP4, QPP\`W♦qc w,V,\W,V,\R\V, POP eee V. ,W00 OCC �P`C >,\`C \`IX v,\,,cv\\ vw,nmv,ro PV ]Ow :nV„P,CNNVtt NR i0P MCM\\,h,TVh\ AV aQYAVN(,w♦v dM M' \Vtt\\\\,Nh\\ h Y' \\\ \\ti \tl, OOP CONOOOOCmM%1 OOP OPO )OOOroMMNN,V \\r\t4\4\\ : ,h\\\H ktll d.6 ,tlOhtlroOMM�d Oro d00 \+ ktlt ,hK Of600hh,OV000t' Xdt ON _ - - i III 0 yYrF....:,.. ::A , _ - _ - ®B a a� B� Cw ® I . , - __ - - B a __ - ED C B _ _ _ _ _ _ _ _ _ _ - _ - _ _ - _ - f - A . .. ' _ _ . _ _ �- 28 ' i _ _ -_- _ -_ -_ - - ' 'a, - - - -- - - ; k, 1 49 11 TYP. 9 5 8 TYP. 5 5 5 26 z "� ■ 1 ■ GATEWAY DRIVE .J. < I ,��� � ��w��_w�� _ _ w w �� w�� �w� �w w.. M ww�...w�...�. ... u kuuuu u.�.�� �w Mw u� w w w ww �� MU Uu�u�� U4 ��� �� „�,�, �, ell r„ .,��.,,,,,,,,,,,�„�.,,,�,����,���,,,,,,.,�, r� . ,�.... ...... ............ -,� �.,� �,..�,.,._,�, r�� ,..,,���.,� nr� n .,. ;___1___ „.„,�...,,.„...�........................................................................................•.•..,•...•..,.•.•,•.,..-.,...•.•...•.,..,.,.............,,.,......*%...,�, ,,,,,,�,,,,,��.,,� n,,,,,.,. ��� ,�„�r - - p. - - - - - - - - - - - - - „� - - - - - - - - - - - z ,�_ . . I . - - - LIMIT OF WORK _,_ - -- CONSTRUCTION NOTES CONSTRUCTION LEGEND CONSTRUCTION LEGEND �� 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS 1 INTEGRAL COLOR ACID ETCH CONCRETE w/SCORE JOINTS AS SHOWN. SEE DETAILS C AND E, SHEET L-15. 30 SLIDING GATE w/GATE OPENER PER DETAILS N AND O, SHEET L-15. U AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS O COLOR TO BE "AUTUMN BEIGE" BY L.M. SCOFIELD, PH#(800)800-9900. SAWCUT JOINTS TO BE USED AT O DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. -- ENHANCED DRIVEWAY PAVING AREAS. 31 STRIPING PER CIVIL ENGINEER'S PLANS. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND O INTEGRAL COLOR RETARDANT FINISH CONCRETE w/SCORE JOINTS AS SHOWN. SEE DETAILS C AND E, 32 ACCENT BERMING. SEE PLAN FOR HEIGHT REQUIREMENTS. EACH CONTOUR REPRESENTS 6" RISE. FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. SHEET L-15.COLOR TO BE "SANTA FE TILE" BY L.M. SCOFIELD, PH#(800)800-9900. SAWCUT JOINTS TO BE 3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL/FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE USED AT ENHANCED DRIVEWAY PAVING AREAS. 33 TRASH ENCLOSURE PER ARCHITECTURAL PLANS. OWNER'S REPRESENTATIVE PRIOR TO POURING(GIVE A MINIMUM OF 48 HOURS NOTICE). NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/SAWCUT JOINTS AS SHOWN. SEE DETAILS C AND E, 34 DIRECTORY MONUMENT @ GUARD SHACK PER DETAIL P, SHEET L-15. laa- : 4. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. SHEET L-15. 35 DOUBLE 6' WIDE TUBULAR STEEL MAINTENANCE ACCESS GATE @BASIN PER DETAIL C, SHEET L-16. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES. 4O NATURAL COLOR RETARDANT FINISH CONCRETE w/SCORE JOINTS AS SHOWN. SEE DETAILS C AND E, z (n 1 CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. SHEET L-15. 36 CONCRETE SPILLWAY @ BASIN PER CIVIL ENGINEER'S PLANS. CONTRACTOR TO CORE DRILL FOR TUBULAR - - - -- -- --- -- ----------- -- - -__ - ---- --- ----- ----- ---__ - __ -- - - _- - - -- - _ - - _ -- - - _ STEEL FENCE POSTS AND ET w/P R-R - - _ - _ - - - -_ 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. O NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/DEEP SCORE JOINTS AS SHOWN. SEE DETAILS C 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH AND E, SHEET L-15. 37 SYNTHETIC PUTTING GREEN PER DETAIL O, SHEET L-16. O CONSTRUCTION OPERATIONS AS SHOWN. O INTEGRAL COLOR STAMPED CONCRETE. STAMPED PATTERN TO BE "FM-3191 FE SLATE TEXTURE w/ 38 EASEMENT LINE PER CIVIL ENGINEER'S PLANS. KEEP FENCE/PILASTER FOOTINGS CLEAR. 0 ! 8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION FEATHERED EDGE" BY BRICKFORM. (800)483-9628 COLOR TO BE "SANTA FE TILE" BY L.M. SCOFIELD. SEE PER SPECIFICATIONS. DETAILS B AND E, SHEET L-15.(SEE BID ALTERNATE NOTE#1, THIS SHEET). 39 CARPORT PER ARCHITECTURAL PLANS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND SHARP TRANSITIONS. 0 INTEGRAL COLOR MEDIUM BROOM FINISH CONCRETE w/SCORE JOINTS @±6'o.c. MAX. SEE DETAILS C 40 FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. - AND E, SHEET L-15. COLOR TO BE "C-24 CHARCOAL"BY L.M. SCOFIELD. (800)800-9900. 10. ALL CURVILINEAR WALKS,CURBS,HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS 41 PATIO WALL AND GATE w/PILASTER PER ARCHITECTURAL PLANS. MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. O8 1/2"THICK FULL DEPTH POLY-FOAM EXPANSION JOINT, TO BE PLACED AT±20'o.c. MAX. AND AT LOCATIONS SHOWN ON PLANS. SEE DETAIL H, SHEET L-15. 42 WHEEL STOPS PER DETAIL J, SHEET L-16. Og 6'-0" HIGH TUBULAR STEEL FENCE. COLOR TO BE FRAZEE "PIAZZA#712". (714)630-8040. SEE DETAIL M, 43 8" LAYER OF RIP-RAP @ BASIN. RIP-RAP TO BE 4"-8" RUBBLE "PALE SUNSET". AVAILABLE THROUGH SHEET L-15. SOUTHWEST BOULDER, INDIO YARD, PH#760-342-5522. A 10 3'-0"TUBULAR STEEL GATE. COLOR TO BE FRAZEE "PIAZZA#712". SEE DETAIL F, SHEET L-16. 44ACID ETCH NATURAL COLOR CONCRETE BAND w/SAWCUT JOINTS. SEE DETAILS C, E, & H, SHEET L-15. - i A 11 6'-6" HIGH STONE VENEER PILASTER w/ PRECAST CONCRETE CAP. SEE DETAIL J, SHEET L-15. 45 6' HIGH, TAN COLOR, SPLIT-FACE MASONRY WALL w/NATURAL COLOR SPLIT-FACE CAP. SEE DETAIL D, - SHEET L-19. 12 18" HIGH STONE VENEER SEAT WALL w/POURED-IN-PLACE CAP. SEE DETAILS B AND I, SHEET L-16. A ? 46 BOULDER FOUNTAIN w/12" HIGH STONE VENEER WALL. FOR WALL SEE DETAIL E, SHEET L-19.FOR 13 QUICK CRETE 6'WHEELCHAIR ACCESSIBLE PICNIC TABLE MODEL NO. QW76PT, COLOR "C3-T7"w/UMBRELLA FOUNTAIN CONTACT STEVE KOPPES AT SPECTRUM DEVELOPERS, PH#909-776-1194• RECE;I1-•-tom i HOLE. SEE DETAIL B, SHEET L-18. AVAILABLE FROM QUICK CRETE, TEL. (951)737-6240. ' • -•� 47 CONCRETE GUTTER PER CIVIL ENGINEER'S PLANS. A . ''I� "�: . 14 L 16 AVOAL ABLE FROM DAV BANG ASSOC.,D SYSTEMS "DELUXE PARK TELO(800) 6 9-ST 2 GRILL MODEL NO. 1451. SEE DETAIL G, SHEET 48 ASPHALT PAVING PER CIVIL ENGINEER'S PLANS. JUL ' 8 ^^�� A ; 15 QUICK CRETE TRASH RECEPTACLE, MODEL NO.#QRPS2533W w/"C3-T7" FINISH AND B21-S LID IN BROWN 49 UTILITY TRANSFORMER, VAULT, OR MANHOLE PER OTHERS. REFER TO UTILITY PLANS FOR MORE INFO. i' wO�i( ef a,• 11 ' COLOR. AVAILABLE FROM QUICK CRETE., TEL. (951)737-0240. SEE DETAIL 1, SHEET L-15. A )i I 1,, 50 LIGHTING PER OTHERS. 1. 16 STAIRS w/HANDRAIL. SEE DETAILS L AND M, SHEET L-16. _ I 51 SAW CUT JOINTS PER PLAN. SEE DETAIL H,SHEET L-15. ' ■ - � 7 $: ODETAIL M, SHEET L-15. 11 II 52 12" SO. TRUNCATED DOME PAVERS IN RUNNING BOND PATTERN. COLOR TO BE "CREAM"AVAILABLE SHEET KEY MAP N.T.S. 17 5-0 HIGH TUBULAR STEEL FENCE @ POOL AREAS. COLOR TO BE FRAZEE PIAZZA#712 . (714)630-8040. SEE ,', '11 THROUGH ACKER-STONE PH#951-674-0047. SEE DETAIL G SHEET L-19. S WK�MPH f ,.�<,;.�.. �<r-..v.,.�a:z„. ,ay.,,11�: ,t,M `\t\':,t i;.' 2 2 \ ch rt\\a of \.�v Is 18 DRAINAGE PER CIVIL ENGINEER'S PLANS. (SHOWN IN GRAY) a r'" _ - - ti co 53 MEDIAN CURB PER CIVIL ENGINEER'S PLANS. "` \�\ F - R ,"`\ \ ,_\ • 19 RETAINING WALL PER CIVIL ENGINEER'S PLANS. I = ,,: . t V v 4 4 I ALK ED P IVI N INEER P 5 CURB ALONG S DEW GE ER C L E G S LANS 9 r ,r 1 1; ;. 2. ;fir~ .-.tr.t ;�t , ;:®,� ` , o: .�,_� x s, , 20 6 HIGH TUBULAR STEEL/MASONRY COMBO WALL w/STONE VENEER AND POURED-IN-PLACE CAP PER „ �l " ® ; �\ 2" "` - 1. DETAILS A, B, &C, SHEET L-19. REFER TO CIVIL ENGINEER'S PLANS WHEN COMBINED w/RETAINING WALL. .'� :y `Z r 1. ";Z`�`� \i , II JRC11 a I �\�a�= " 2 0 21 4'-0" HIGH STONE VENEER PILASTER w/POURED-IN-PLACE CAP. SEE DETAIL K,SHEET L-15.(@ GUARD o- ' 4' r� ' i °'`� ' ">` ," 3 O SHACK) j] 'r, 't = C. ° . > \.o` `1. � L\ aA r� iiIn 9 ACCENT POTS w/DRAINAGE AND IRRIGATION. SEE SHEETS L-37& L-38 FOR POT SCHEDULE. SEE DETAIL D, A_ _ 7�� ���� SHEET L-15. 1 . pp,, :U , eli \ 4Y I �} (qb E ' \iai r r, y �\ ` Y t<.. iSs � ,. aka',<. �. 23 PRIMARY ENTRY MONUMENT PER DETAIL G, SHEET L-17. �\ ` \ h, 1­1 y \\ ,�\ 2} li \r� .. Z uc �� asct .. ".,�t. v\1�v I , , � \\4 ��: q�i;i` t` \ 1?' \ 11 - i- 11 2 24 SECONDARY ENTRY MONUMENT PER DETAILS D, E, AND F SHEET L-17. � .a. 3 ; . '� \ .. e•„ri' r •-- 4c 4\ 4 1 20 0 m 11 11 11 11 11 11 4 •�`:`+ N 25 COBBLE SWALE PER DETAIL J, SHEETL 19. COBBLE TO BE 3 6 ARIZONA COBBLE . GRAVEL TO BE 1/2 3/4 t ._< = !- ,. ..4.:.,> \ . ,. ', \4\ O 11 11 11 it t'::. "4 4'111 . \I ARIZONA COBBLE . D.G. TO BE ADOBE SUNSET . AVAILABLE THROUGH SOUTHWEST BOULDER INDIO tr! I ` 4 4\' 4.\v 1'\\..v ::\ ..\\4�'\4\ 1 .. R :.�: \ Service Alert \ \\\\ \,4 .\Underground Se vice Alert _ Y: } t YARD, PH#760 342-5522. :�\b Y' � ti4 •l:' `, \., .,t2. .:`)`� v0.1't,t.`btQ..,``.C. ;. .v\" ;CQ2C't > v\v,4 \4\,4,4h .' Y. \ \, y., \• \ �\ a.\•. \ �\ „.„ y ' :.: \..tiff. .'4�\:\..... 0264 • 26 ACCENT BOULDER PER DETAIL H, SHEETL 16. BOULDERS TO BE PALE SUNSET . AVAILABLE THROUGH PLAN CROSS REFERENCES .;,. i :,�'. `: : . ` i • O �..,... ti I E < '• SOUTHWEST BOULDER, INDIO YARD, PH#760-342-5522. SEE BOULDER SIZING LEGEND, THIS SHEET. VERIFY o ':i`Ri\a<ti;;;:,;:.;::#ni<:?;;;;;;:;E;,y2:>:..:.:<..:.;:.:..:,:?::::::.::.:::::.:::ai,d:.;E:, w... r - «,;,n .-r. Ca��: TOLL FREE ALL BOULDER LOCATIONS WITH LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO - °' \��`�' „ ° "°°p� ""` " �.. II �,� � PLACEMENT. „�„„.„,M„� w�.........� � :. k.,� • W > FOR NOTES AND LEGENDS, SEE THIS SHEET „_ �. � _ „ „ „„„, „„��� „„„ _. W 27 6"WIDE CONCRETE MOWSTRIP PER DETAIL G, SHEET L-15. FOR CORRESPONDING LAYOUT PLAN, SEE SHEET L-8 w I ' 1 -800 FOR CONSTRUCTION DETAILS, SEE SHEETS L-15, 16, 17, 18, & 19 0 10' 20' 40' 80' � , / L2 red ����` 28 CURB RAMP PER CIVIL ENGINEER'S PLANS. REFER TO DETAIL Q, SHEET L-16. FOR CONSTRUCTION SPECIFICATIONS SEE SHEET L-41 ,� °CO IVmom' 422-41 �� 29 6'-6" HIGH BUILDING IDENTIFICATION PILASTER PER DETAIL S, SHEET L16. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-20 2 OF 42 SHTS. .fit �ozu$ o ��� FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-28, & 34 #�� s�ei��11�1i�I ifi' +' �- �r TWO WORKING DAYS BEFORE YOU DIG 0111 • � _ t-_._ -- -_ __.. --- -- ---I - - - - ---- - , -- - -- - — - - -- , W , 11 s' ", 11.11 11% f�. ...... :,­' ,(�" 2 6 30 ' 'I ,. 1 28 31 . ♦ MArCHL FOR PAVING LAYOUT AND DIMENSIONS, REFER lk '� ��. �♦ 1NE _ TO PLAN CROSS REFERENCES BELOW PAVING ENLARGEMENT NOTE: t �� SEE SHE Er PAVING FINISH LEGEND i SEE DETAIL A,SHEET L-17 FOR °`'' ROUNDABOUT CONCRETE PAVING. I - :::.:. :_:_. ....:_ 26 � a ur C =: INTEGRAL COLOR ACID ETCH CONCRETE, PER CALLOUT#1 = j .., t, aii�s , 'a „-�x 28 k,,. - , left - 11 I a R f; 49 .;,,, 2 --------------- ° » INTEGRAL COLOR RETARDANT FINISH CONCRETE, PER LOUT#2 3 A N D S C A P E .. :. .. ::-<- `�b' `�`-,1`? ° 18 � r ,, • 47 ARCHITECTURE ":' ;;:._;:::.- - "\�; x° - - -- - - --- -- ft i11 f----- --'rf / t . :.-:._.:-.::-... ._. ..- tea .. - -' ~ :._..;,.:...::,:... SITE P L A N N I N G:c;::: ,_ % "��� r f ; f NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/SAW CUT JOINTS PER CALLOUT#3 :: : ::::: 1. :_-.<:-: I "- ::::__-: =: - 1 r'- ; , /t_ @ _ 10221-A Trademark Street �x" >;" ";::- ::_ :- :._. :�----:.-;- : j I Rancho Cucamonga, : ... ". . .. :. :... . .: 909 484 2800 f Il C "v % _' :_;_:.:.:._.. - :. :_:...:, :.: Fax 909 484- -- . - NATURAL COLOR RETARDANT FINISH CONCRETE PER CALLOUT#4 ( ] 2802 - �, i t Richer 11 TYP Vie. - d Kru ''__.: •. • movie de ...-'-. :.. r„, oaa Lic.#2834 .R o CA area gw 8 C>. r AZ Lic #29 I 6- - o i r -IA o - — B ,, . NV Lic.#446 49 ------------- : : ;`-,• A - _. NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/SCORE JOINT PER CALLOUT#5 �� ;,-;, ,.••.;•. .. �A .�':: — ,_' " C ✓+' yoe .• TX.Lic.# 1884 i , '� �"x :: I _ `` ' 4 �: r� �`. C' t. i e( —Y �, .: ? 4Nl­ �. xx 2 . - � ,h <::::::':- .-„-.,' .. .g•:,/W 1. _ �• Z .. •� �' _ ,;;.;.:.kk fi k 51 " ' J RM INTEGRAL COLOR STAMPED CONCRETE, R C -`�'�" \,,,,""L`» ,y,,-`,`: �_ r'�.:;:a-,`,`fit-�uurx-;�R:-�, _- "' E CALLOUT (SEE BID ALTERNATE NOTE NO i i C t`t 'r r C , fi : a' 28 p,Mp S C g P 25 B 2:::,:i? r r rfr r r r r r.. �( mw :;i 4.:.t;' �5 .4.�_�fi::, .� d.� \ "r..' r r rf r r}rr�r, rB _. . 9 ' w, , "-,»,� :>.. INTEGRAL COLOR MEDIUM BROOM FINISH CONCRETE PER CALLOUT#7 2 a e9. \\»„ .. .. ;..,•� tlk......::_; ,„ ., .>+. \\\ ,,, „:, -a .:�,�\t ;r r r r "r. r, r r 'r , !. l ». „ a „„ fi: �R._ .......,..nM :• \��::::::::::>,x,•.,x.xx:vx,.-�.., r,,, r ,,r.;_ �/ b x tr . .,. .....- fi o , _ - - ___'.��,., n �zo \? ) R t: v •�t i! ii v.d' C 1: a .P� :I c` ..., "„ ? r 3 Signature k•:, ti 41 u -.�, .:..�:>::...... - ':: �`>��"` COBBLE WA-'_ -----_' -<� ,; . _� ,; •...,.- ' _ :�! ,�,., � S LE, PER CALLOUT#25 �' ■ �; 'a tom",:-: :>„,i :. 31 F: r E 7C :'::aooWSo .,,......., 1 '`i 5` •, � -R� eNel Date u,,, iii I ,... ;t.t 'fir.--• ,: }fi,„„„ »„:.;j i? t :fi \4 , - ::I: 7 ,j i 1. a .- ,x_., F fi =e"' :a: it Date �'_ = = -"' " 9"' ` ARTIFICIAL PUTTING GREE ER CALLOUT# 7 " 4`+14i .:. `• k:k :: ;rr \ !: :, EI,. ,.,, !: ' _ t4 . i:.. __ ,,,,,� ,,.x:W V,,,.,.»a,\ �.» .fi F O : B :: ; k 5:::::...; k 47 ,... ;, : : •r:n...,:> m»,,--v•k �; �, (: �,. 5 €k „, ''. OF 1.�F k \, A .., v C 3': i :. - ;k£.�^c�^c„s-:....> C i:::3 , �, i• - ,,««;::.:e f:':'."R:¢:<;;k::::::::::::> b - - R: k \ iE 4 .... ..,.... § .! r:x::::::::::::. „ ,. r j :,..-„�a, >`' _ ,y�::xa:a::�i �rF'� .r Y::r..-^:::::..:�1 -_ [i i:.x••? �,;;;:& Pi § ss,,,,,,s,,,,,,,, • F . .� li ,' ;..,.. :\ 11-1-.. "xx..�:....... ?, I, ,, r:,,.q Y —":' \+ BASIN RUBBLE PER CALLOUT#43 ,211 .,,,, 48 C� } _ '\, _::' �s 1. r\ ,,,,,,,,,,,,,,,,, ..:. -_ :., ... -.:- -- 1 Ek a v �" _ tr !: ..� .r:! ?. `~�` :t \\t :.., t' �ti.k.vk.;, ,j _ o" fi i:� L. -' i :, 4,,11;. ..._ _ •' . " ` k k a I'• ACID ETCH NATURAL COLOR CONCRETE r•: ____ - k i .t`i,r„L�" , j:,,.`,\\ I: t•, nrv,, • �.�• _T'- x' i, •-k ::c,' kki„�,`i i 3.`,,�,k-;�`,�t E 'v:,;y..; y : .. ::.:r. --.is-: �. :..:.. - _ _ i ..�. ->a 26F/////////M ::e;::_ _ _ _ _ a iC 1 Rz $ . {S t;. . :. .:: k t , : A I -; FOR TYPICAL LAYOUT OF ATRIUM AREA a I` :. ..:: ■ {.� I Y '' I:r�` SEE DETAIL A,SHEET L-18. '��, � : :::-:.,-=====:- ::.,,.;�?�� 0 :: :.... r t �; is ,; !, m,. C ::-.. x " F. _r ■ <-.<: T�ndt?hkk.2-'.k`.kk* :+,rL7:tkV � «i:;, !. t :-- kn 3;.... : �` trr 4 � ;y _ ��`a B SIZING LEGEND (BOULDERS PER NOTE #26) _ BOULDER S B :::<:::. 2 : � t y- = 48 HEIGHT x WIDTH ' ::..:.. .-.._.. :.::::: k - - 11, R t , ® k ; li iE A n __ 2 18"N20" x 20" 26" _ a. N ' �: t! i -•li;ut•:uii>cii$i:;,.....r:.--.,.' tgA: :Stiidsov.u.,,,,...r�� GV 11 r „'< x 26 0 vx '• z.. Q is Ea- y1... w fi.. ........... ...,...... ,.b I:: ..,...... ........... II 11 11 ji "-' i 11 fi• fix..., :£::,Y r :k ...,.,...,� 32 0 x 40 N44 N 11 11 11 11 Z r _- _ �Y _*_:- 44 �52 x 44 N52 � s „ � O w co 0 1 :.,-:.. _? } „. F' � ; _,__1 Ic ..-.., �? .,=: ,fi.. .................. N k IN : t' Efi �:: � Z 2ti 3 ii .,.._.._ �• - k2<:::<:::<: :. b t r illt 29 —� B W� 1 _ w I �n li ti,,.. .,, :.. .r:, I D ALTE R NP.TE N O. 1 . Q u t W o :,' ::_:::: 11 '-' fi .:+\w: '_ I.' IN PLACE OF INTEGRAL COLOR STAMPED CONCRETE PER NOTE#6,CONTRACTOR SHALL PROVIDE AND INSTALL 80MM Q ,,.. :.: ,. ::: _.-c-.u.�_,,_u.-��_u.,aa a...�\E ,inn- :ti:,� „..ti': ::..:r. w �`�� = ;_ M"� . . °_ t.. _.::,.::: �a CONCRETE PAVERS ON SAND BASE,ABOVE COMPACTED AGGREGATE SUB-BASE PER DETAIL F SHEET L-15.PAVERS (n Co 48 T _ 1. . I'Ll",,xxk x� :::::::::::: . x N ::., <::., , x., ...?r4:., D MEGA COMBO STON OLOR TO BE RED/TAN/ HARCOA AVAILABLE THROUGH ACKER STON w _ f::::. SHALL BE UNTUMBLE E C C L A E 1 <-'` :: .. . ,, �:,,� TEL., 5 74 0047. w :.-.: ,,, w - „"M w w ,"„i., klll�l : Q \ 1 k. ;, / ::.. 1 .-..... '1.r. C x 4 11 � 1 i 11 < :,:-:< „„ . z 111 :..: % `ri» ...........:..... ........._....._............... z t / w . k �i t ,.,�,� ,rj ,,,., .. ::::::................:: it �� 'iE ' 6 � � � 1 :r....tk, P* ■ €.,, ,i, . !1 fi:' r fii 11.4 fi`,E, _r- -n,,,,,x- wi�Z ate\\ae C ...... .`'.... :t 2+ § fiv.w.vx +,•.w:::.v.vv."w:: •x .,.:xr.xv n"•. 1hi:iY`i' .... \\, .. „,i: : ':` 1 v g 1 .;, ::�:.x�:; fi .......,.r.vxxn n.• ................... v �,:.',fi`fi�i,i�\\... \„ + ,J" \\\,,, fi fi ' \M 111 ::.-- Q fik i; l �! fit L.o y�, :'x,.-..... .� , Yfi `� `� fiA @ \ -. C s,. 2 1 I ill _. - µ., �3 -..: .�.... 11 .... .... :,. iii ,� >„"„, I 1 c _ _ x :: C. ".:: ; ■ _ _R y 1 - :...... .......... :-.. . - - : . - - _ . . . ,_1: 1 t \....i..v.' ..� r 1 :<:-' ':.': �I h.h "R v t r .....,.,.,-, ji :k.. ..,,v .....r. - D k. v 11 :....: t� _• ; --,-- . ,1 "\ _' _ FOR TYPICAL LAYOUT OF AUTO COURT , H 41 K. �z;.;k,,,` ® AREA,SEE DETAIL D,SHEET L-18 :� z _ � 1�1 } ,fit ¢g. i1 R� 2i Q CIp .- ,, :" \, N. i k - fi a: �..v: 4 4 1211\. ® � FORT�" �``,__„ YPICAL LAYOUT OF ATRIUM AREA, *. 1 a SEE DETAIL A,SHEET \S :.::: :.:.,,,,,,,,,, ,,:'A <::::- <- :.. M - i :_ :k. d. a:.-.� k t; .. rt kv :.-. L •.,x..."" .::x.,.: .�..' ....:...v. " .,......:. ,•..:,vx: �� .,�z i;.,, „t .ate Q' tl �. ktz: ;.... !: ;i- r:n., -n,�". .............. n .vvx.x _ , fi3 k 'E, y\.2 ..: - . . .•I ii fi' ;; •:x•x x.g if .12111:.3.:: anti,,,: :::::? � qp .k';� � r: ,! ,:.-.-. ,� _ _ ,ry vv;.kry yr\k .. .'v`+ fiE i�v:::.,� \..�z,cv\ '�„rz�,: -� :.:-.::is -....::- ;: :: ;., t is ..k' V• ,' :.... ;/ ............... .,,,:................... k.,.....- -� .,. __0 I- �,. :w.r.,: ;..v.::::;;°mar.,..".;` ," k ........ ;! qt R § tt i I i= :. 1 : • : -- r, ::: :< 40 5,I : _ :: . , :I ::.:.� ., .. .... J r.,...: t---, ,..-.. k - ,....-_ -.-. :-.'- -' -. ::, .2,,. '; \ l i \v ,;.:x ,v. -„ G:;;x�="-�'.,-,---x,Z_ .... iI- tp k�fili :. .< ii.. .-.. , .. ., 1. ..i la— .:'�.- r °. ": i !_ j.;....i."vv.".,,-..i xvv."•xx•f: fi:.. i., d `' 18 I is ; ;' a ,.. ;',:3 . i �::x::::x:: it: .5 :: 111 :: •:::- - € - - - - - --- - - - - - - - --- - -- - __ __ -- _ _ -- - , , - _ ...., - — - - -- - - --- -- - - - - -- -- -- -— ---- - ----- - - — - - - - - ---- — - - - - - -- " I_ a v ,� I C) _ It fi __-___ -___ __-_.__ -_ ____----_ _--_— __ --___-_ _ - - ., _ t: _ . Z ::-.. . ! (�` CM h-` .., oi(�,xxx .::<;__, _r.�.,..... \, - 5� ..,vk kw : .,. :::::: r fib,,.. ? ,,,k.....{.. „ ,r b , �. TYP 11 Ga-__- . - . rr -. -::iC•:'.is'._: :- -_ - "�' - - -. ..,i,,,, r kv"a.,\,\"_v - ee e.e�;ti}y ;..,........ ,»».. --„ ` i':r:---- ,..., :°: _ " -. .:.:- :,..:. :.: r , ii r - laaaaa- t�•, :! A c'C \\`n '.;i::.,;k\C :._. . x x .::.:b... o:.t,.Kc•,�:..,:tt�:,.:.vr.,•«ja U) r, �„ = v,:....,.. A 9 (p 0 ____z 7'*\ ::..,... .- AN- ... x " B :-=:.:- ,,.vim - 0 ^.::,: 6 `=..� 4,, ""A,,. v\,,,�q„�_ ,110 . . � , - - — - �n .> ,,, aaa� .,� - - ,""ro,�,ro a h ;���:� k A .... i � � � v C A C ■ - - - - - - - - - - . -t - - - - _ _ _ _ _ _ _ _ PAVING ENLARGEMENT G NT NOTE: 0 4 - - - - - - - - - - - - - - - - - -." - R - - 4 9 SEE DETAIL AIL C SHEET L-17 FO R -:-ffl 0 - - AT - - - = GATEWAY DRIVE ENTRY _ _ CONCRETE PAVING. r 1 11 TYP 5 32 9 26 32 1 ' ® "'- q � 1 28 23 ■ ­­, ��,, 1 � 1 MONUMENT NOTE: GATEWAY DRIVE ■ SEE DETAIL G,SHEET L-17 FOR I GATEWAY DRIVE MONUMENT. I Recc.t l,�,� I I ,"I 1 _ I ��,�, N- - - - - - - - - - - - - - - - - - - - - - -;1 M_�,_ 1 ! „..„, • A , , Rr A 11 �` LIMIT OF WORK BERMING NOTE: WHERE BERMING OCCURS ON SLOPES CONTRACTOR SHALL MODIFY BERMS SO AS TO � A "Iii �, ALLOW DRAINAGE SUCH THAT RUNOFF FLOW IS NOT INHIBITED. ` „a .��R ' , f. SHEET KEY MAP Nov WK/MPH o 1;�,; r};-,�l�»�; +- ,\q`°`N;.-�"��,'Ctt x`pV�`9•4•;..,,.,k::Z �,;` k:::t, Y,v,. tt •; 1!' .:..a.,oi i.... <aii.i .:id�aii :Qi' :w��;i ht�x� ,., :ti: a h!! �k 11 o i r \ \ \\\ 4`, - \ .` -v \ ` -4. 2 2 awl' §^ 1, 11 ~ I I rqh R'711'.1 W W O .V�/K� 7k\\r\n,'�.- v \a ^`S �� k -L .,yv I \ 1k 4,\; = kJRC I -3. is , k ai d7_1 , �` 'O ©v ` � �` 1 2i rt `- t s. r�. r.: a >\� ,; 3 : ° . ;. t 7/11/06 4 \\. . ,y `v I , of a, - ` W N 3 '3 v N I ;» \ mow, ; \\ \\ \\Q �I �,-' S J ,, 1 rs`'. caAll ,.., ,. \ ,\, 2 N $ ` if `` 01-011 \`-_-M1,•de --� :�.;kv• Y-•� } 1:` �'; ::::k vv .t `k Under round rvi ,..° =t,�, : : . r < 11 < g Se ce Afert - ,�r. �\\"ik ., 1. \ N1111-1 _ em Al1112 U. KKK\` ,4 „• a\, t N v „. l0 O - E o o PLAN CROSSREFERENCES v Call- TOLL FREE E ERENCES � � `. �p,, , �.1 � > [iniF.11f'CLl4'i�fi,,.,. 4�44 \\4 '�.`., \ .„,,,,,,,,,,,,,,,,,,,,,,,„,.,.. NUMBER _ // FOR NOTES AND LEGENDS, SEE SHEET L-2 "" "" "" " "" " """ " It LL ���(I 1 -800 FOR C N TR ..,,,, „„„,„„„„. �„- +,» , .„„„„„,,,»» „„, -„, „+».„„,,,„„„,+ »., .x �..,�. �,.^�,""-,., ,». - ,::��w�- �' /� O S UCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 19 ,Z fit 0 10' 20' 40' ' FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 80 L-3 rate 4ZZ-4133 FOR CORRESPONDING LAYOUT PLAN SEE SHEET L-10 . . ; • z , COMM, � - tmm 1_j _��� FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-21 fi"' 3 OF 42 SHTS. �� 1 , "U� TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-29, & 35 � „< _ t , ,x a�a� - ___ ­� - � _____ - - _ _ _ ___ -,- ____ - - ----------- -- ­ ___ _ - - _____ __ ______ .1 __-__­___1_ I - �� �, . ,�,#� " '_7'77 _;k ,�'1� I _,, I -, � q, 11, " r. . I �, . N I�� � � � . �� . .11111 I t __ __ 46 I", 11�11 ,I - ,III to:-*: .. ---:-&. ::-:: 11 I .- t, W " �y .-:_:_:_:__. , ,:11 .. - . _......... ­.:#� lki 46 _....... .­..... ­.­. 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Rancho Cucamonga, CA 91730 0 C. - � I 'i � � . � _1 , � - I - I T i i i om .--. � k �� I � I � ,� (909) 484-2800 � , i I � - - - - - - � I � 1 t� .� - � - - I � " PAVING ENLARGEMENT NOTE: I I I -, � & ; -::::- ,�J 1 -,.--,7,-,z.-,7� t� � PAVING ENLARGEMEN I I � I I -.------ I I I L1.,1-11___­__J11 TE Fax (9091 484-2802 _., ; . �6.m .I--. C I SEE DETAIL A,SHEET L 'ILAT"I", � , I I j -.-.. , � ' I , , - I SEE DETAIL B,SHEET L-17 FOR . A / ,_ _"� I i .w... ,--:.. _­�'*",�- F, C-�� I � I � f, 11 I L_�,.­_­-- 1� ':1�7PF 0� *0 Richard Krumwisda ROUNDABOUT CONCRETE PAVING. --- -­ I 0 C , � ,.-_-z---c---,-­ - , I - ROUNDABOUT CONCRETE PAVING. � I ,-,,.­--.4-A.- . ,,_�- ­-_", I- I . i ..:,.z��:� I.'_1:"_-`1.'- I 1� � tk' �,�-�,,,,,�,*,.*���,%-,,,,�F-�"---""--"', — 0) � Am,f , CA Lic.#2834 � � . i ; .:� _�­" - -� ���� - -S W ,�i, AZ Lic.#2 911 5 , :::::T`a%, , _UU . i ,. -%� - . 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'i,- Ill .j �... � � � � � � IV- - M AT . !!! � � � � � � � "T � � =) 4, , <NN<<<I<<��<<N< IN PLACE OF INTEGRAL COLOR STAMPED CONCRETE PER NOTE#6,CONTRACTOR SHALL PROVIDE AND INSTALL 80MM " �_% ",',""I'll-, __ __ __ _____ - _ _____ - - _____ - - __ - __ ___ , "", I w W _1 I'll Ill\\11,1\1"I I'll,11 BASIN RUBBLE, PER CALLOUT#43 CONCRETE PAVERS ON SAND BASE,ABOVE COMPACTED AGGREGATE SUB-BASE PER DETAIL F,SHEET L-15.PAVERS 11 T � I I I k 9 6 .,�, -IN,',,-'--- . � n, I "---I'--- _ s � I Il 9 1......, * � 0 0 FOR NOTES AND LEGENDS, SEE SHEET L-2 C C s r I SHALL BE UNTUMBLEDWEGA COMBO STONE',COLOR TO BE'RED/TAN/CHARCOAL',AVAILABLE THROUGH ACKER-STONE, FOR CONSTRUCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 1 "I I U. 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' . i �: I '.. .. - - ` ..I''�R'11; .... M M A a 1811~20" x 2011-26 . 11111 k�.'" .�__- - .1".­., I" � 0 .� . ,, I "'-'Z "�.�'J""':� 1 7/11/06 . 1:1 " -1. . I ff . .. - I z _. ­ � � :�"�,. ', - 11 §�" "........., I I 'M­.�':' �: �� . ...' . i 3: 6 ' """'."'""L''"",�" B V 22"-26" x 261-30 :.. ­..'....."......". - i" :' " . 1 - 3: ;.",."�-",�,".,,,�,,'.,,,,,.'-,-,-'-,,,,,.,/,, - - : . :1 -:::, �"' . - 6 � � , � ". " I.. ; - ) a , _ , INTEGRAL COLOR MED)UM BROOM FJNJSH CONCRETE,PER CALLOUT#7 i :'; ":: I . 11 ��" - . 0 1�11'­' 1�­�'L'­'­�'­ ~4 ..I I 'a , " C & 321(,4011 x 40" 4 IF '.. - ­ I W"7'�717 AL-- 15 W, , � �� I � 1. �' �i��;I—- " . - � '� " I 11 ., :�1.111: .�­� , s .� ­�'-'�,:�'.-,,.�' I " 0 "�:­� "I' ' -t'_ �'�_"' .", 3: N -52" X 44'1~52 ;;; 'zp� ­':?'� -'&""��; �\:­' ­'�"�IV� '.. I � DO 44" p� ,�v . 11, _� � .".. 0 6 �" ". "�. � '%� , . I '. I " ..' �""­... . ,'. �"� ... �' - , I .. � ......' ;,- _" ....'.','.­'. ' - ---�- 11 - .. ..' ::::1,',',*,L,*, � , , 1 = 201-0f' 0 co _ ,. " , ....... w $� - - -.....",.L�..,..i.. .,::..:..,:I ." : I—_ _:'.' - "' It�i�����.�.----- _. . ' " . .,--- ", , . N �, ,. :� - .....117i�,�111'; ."'�: �' I � .L...' : ...:..' :1 : " I........"'' .. - '�"`. _�. - ...... - -,::: -��':.' '.U� � ED " '_.'....-�­'.-:, COBBLE SWALE,PER CALLOUT#25 � � .4'6*4. ,. 1. ;U� ­:_ _X::::-:L.­.. . -9 ,:�� ,*::: I .0 -I ."'.,,..........1. , I. � . ..... �:% .." �' I .6..% k,,',L.�';,-.',-,,'..,i� , -i' ------ 'A �Z�� � 6 6 .,., 11 . �­ __ -T ` - Zw-%- ,:::...,:.:,.:.:. ..i.,.:,.,..:,L�*,:..::.."�:.,�:i.', " _'� -"-' ... - ' _ __ ,. -- .1 I � 10�; ­V­ n a: �: "N --- __ � '.�-�-:.-:- "'r" __ , � 1111F��` [g]:1 __ : n - � 1_11-1 11 �'�7�7,77 S, . _, - I e V10 . E�:-_-�':':- '---4 ­"' 3 :#'� ..... I R a a - - -. "::: __ . " .C_ .E- . . "I',- - - I I "I ' ^ ' 1'11�:1111 ior�. ��'zl� ::: ...--- .I . � 0 0 - I I I... ; . ':�� . 6 6 � � . , � ' ' -_1 - � �. .�;'". i"T, r%. � � . � � - - ARTIFICIAL PU171NG GREEN, PER CALLOUT#37 - �: :z ��4 \ co !g � I ::'_'7"�Uj� 7 - , , I"�' �;.:­ � Z �: :'� 5M:�;%"" � ... I � , 0, I . ... , N N ­.�"" �� � - . - M M 1'"""" BID ALTERNATE NO. 1 : ,_;, ', "I 1:$_'.i%'- � �'��"".: ' 1 0264 , * ft ".1 , s 7 Underground Service Alert PLAN CROSS REFERENCES :--- , : _: I :; w w r1_11711111 I I... :... ..._.... - = . . 1\1 11111\�\1111, '.111 , 2 e 111\\1\1 ­1\11 - .. � -1) < < ", BASIN RUBBLE,PER CALLOUT#43 IN PLACE OF INTEGRAL COLOR STAMPED CONCRETE PER NOTE#6,CONTRACTOR SHALL PROVIDE AND INSTALL 80MM -- ­­1 'r" - 0 4) . ",',""­","_"I 1'1\111\11 I . ...'.::�:HHHHHHH-!"i�_" �11 � V \11111-1-111- h"'"'I", I CONCRETE PAVERS ON SAND BASE,ABOVE COMPACTED AGGREGATE SUB-BASE PER DETAIL F,SHEET L-15.PAVERS �'_::�M�Z_Mm%_��. :::­' 11111111111=sM= - . 2 FOR NOTES AND LEGENDS, SEE SHEET L-2 � I" M -1__ E E I= Call: TOLL FREE SHALL BE UNTUMBLEDWEGA COMBO STONE,COLOR TO BE'RED/TAN/CHARCOAL',AVAILABLE THROUGH ACKER-STONE, .'�__' 0 0 GEMENT, SEE SHEET L-14 97=' ___1___ ___.__ _ ---I----­---­--- -=,-­"- '____ , - - - - __ "A", �' t:� . I ION AREA ENLAR . z' TEL.,(951)674-0047. FOR RECREAT I (i � Od Sp FOR CONSTRUCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 19 01 Ar�'�� '-' "T T ACID ETCH NATURAL COLOR CONCRETE BAND, PER CALLOUT#44 10 '5 0 , , I .�,;"Ix-' I I I ___ - ��N 40,' - -.-- 11'�Y'111'. , , I , '"�­, 11 41w­' ­1�1�11 "III, "�-�'""," I 'v-'�'-' � '�_ :­"'­_ "�_'�:,"I' ' - �,' L � , ' ' "� 1 40' 8 , I . C ;k� ����������������= isivoyov,"-,,r,,�,,,��,,��l-��v���,,��,,�,,,�,��,�, " ;'. I L 0 1 O' 20' L-5 -11V_�' w w 11: - FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 E 't 6i 1 -800 4 I .9 -11 I I . * ", "�E U_ I FOR CORRESPONDING LAYOUT PLAN, SEE SHEET L ­­ ­'� I -�tl I"� -' � r M, 114 ,_ , I, ",­ 5 OF 42 SHTS. �'�' "11� I - "­""�""':�� I I I 0 M I FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-23 ", 'A* , -, --C4 , =<.< ­ ' � ""', �-.", I I", ' t" _'111 " I I CO iln� K� I" � - � '_M I�, I'll I �:_" 37 "i I - I I I - . I I I ­� �Zo T'�­ FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-31 & I R, � :;,��','��"' "" ': , ;'01' �0�50 .MQ 11 .8 �N ` "" I �__ _'���i - . I 'i ;;; 7�������� qlz,�zz hz,w, I -� I"' " '' ' .11, I I., t I I ' 'Ill ., I I i % 11411 , � I i� § § �' I '* [--I -, ., [""'tp 1`1' 11, 1­1 11 ' ' � �� A ­A� I - ! Lj -\-. _" � �14 i A15- 10 - 1 - �- \- ' " " V , N­' 4, - . r_ _ , it - - - 0 7 1 �zz 2 -. <�<Izz TWO WORKING DAYS BEFORE YOU DIG I— ­ - _ __-__ _____ .___ - __ ­___________'_. - --- -------------------,--�.,--------,---- _'�"Z'. - �_771��7 . ­­­ - -----.--- .. .� __ __ I -1____ ­�- I I___ - _---� ______ ___ _ - , 1, '' " - ___ __ - 0 �� ��­"' - I ' ­ I __ - - 11 � 1­ - - I - �'­_4�___ ""V�_ ���115 , �A­ �' ' - I I - ­_ � '­�' "'_�' �p v Q ti ` 45 LIMIT OF WORK FOR PAVING LAYOUT AND DIMENSIONS, REFER - TO PLAN CROSS REFERENCES BELOW :: .: :: :. •:: :»::.�.: �:::� .,r ;.,,,... ::w�: :.:�:_ ... : � .. � � � , � PAVING FINISH LEGEND § f INTEGRAL COLOR ACID ETCH CONCRETE,PER CALLOUT#1 L A N D S C A P E ...,.. ...... ..,..c,»», ..n.. .... ::n5::.."`:::^.::::X v:}::f.'.'.'.:'.:....,.:`,% ... .............:':5��:t::C..........".`:'.��:1::5.,.............5�.....:................Y... - ,F.:,.,.,» .;,c..i•::5:;,,,,,»,,,.,.�Y_4_,5.,.,».,:»»,:3Yi5:.;,,.»,,..,,.::�y:Y::`='...�F, � INTEGRAL COLOR RETARDANT FINISH CONCRETE, PER CALLOUT#2 ■ , ARCHITECTURE SITE PLANNING ■ NATURAL COLOR MEDIUM BROOM FINISH CONCRETE,w/SAW CUT JOINTS, PER CALLOUT#3 10221-A TrademarkStreet 30 29 (39 26 Rancho Cucamonga CA 917 - --- — -(9091 484-2B00 ■ 29 6 1 NATURAL COLOR RETARDANT FINISH CONCRETE,PER CALLOUT#4 Re Fax (909) 484-2802 « b u « « a « « « oAMA# CA Lic.#2834 ••°rrT�'''° Richard Krurnwiede ■ 28 C _ AZ Lie.#29115 !! NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/SCORE JOINT, PER CALLOUT#5 IVN Lie.111446 1 I B _ TX.Lic.# 1884 A I ,.. INTEGRAL COLOR STAMPED CONCRETE,PER CALLOUT#6(SEE BID ALTERNATE NOTE NO.1) pS CA p ,•r r r fr r w�ea _... ♦ ,.... a cy. W Off. Krum f r.:•rf rf r rf r. r •#. ;:. t� 3 _ f f . f INTEGRAL COLOR MEDIUM BROOM FINISH CONCRETE,PER CALLOUT#7As r m , c, ■ \ r. ;•r r r r r r r r , 47 B _ W Signature a COBBLE SWAL PER CALLOUT#257-3108 - j - - ate eDate I �,��� t - -- � ` :;::a's \ •� ��' � ARTIFICIAL PUTTING GREEN,PER CALLOUT#37 N P OF C AQ'18 OP 3 BASIN RUBBLE,PER CALLOUT#43 FOR TYPICAL LAYOUT OF AUTO COURT _ :: ` F b '� 49 E P �a45 .,.,..U".:.., ,...,-. s.....�,.:_ AREA,SEE DETAIL D,SHEET L-18. ::: .... F"g v ACID ETCH NATURAL COLOR CONCRETE BAND,PER CALLOUT#44 mar DI ,,,,»,...»,,,, ; J� , cor:} Ln 3 y ' BOULDER SIZING LEGEND (BOULDERS PER NOTE #26) A 18 —20 x 20 N26 ' W 5 HEIGHT x WIDTHS _ o r� F-, = Ilk 5 N.. « :. B 22"-26" x 26"-30n v 0 W r 11 11 11 11 O C\I J yy i C 32 —40 x 40 �44 z y 0 44"N52" X 44"N52" j N 0) W ; a{iFy ^a"y Uj a . V RR UL,. Q i r. Z t , ::::::; ,• � Z2,+ .�3}.,. :m_ � ��_....to-.,... ,t i , i; ::. fr BID ALTERNATE NO. _ ri �xh R Q J _1 �::,, --:::°s <-• » i w"'" s,�,.,., ,: Cc LL OF INTEGRAL COLOR STAMPED CONCRETE PER NOTE#6 CONTRACTOR SHALL PROVIDE AND INSTALL 80MM h '- ' _ ,: �•:... 5n:...r =•_ .; y IN PLACE � Q » r - :. °°° t' ? CONCRETE PAVERS ON SAND BASE ABOVE COMPACTED AGGREGATE SUB BASE PER DETAIL F SHEET L-15 PAVERS CI) Lo m U tu 5 -�` y `"" \} ;; ` G SHALL BE UNTUMBLED'MEGA COMBO STONE',COLOR TO BE'RED/TAN/CHARCOAL',AVAILABLE THROUGH ACKER-STONE, w N z., a _ TEL.,(951)674-0047. QO CO z Q , �;h.....,_�.....,•z ��: a,•,;,..;::::r: - _ �� .•.Y..:•:,,,-.-�::_�...•xv.�:«r-tea..,; -"\_ 4: r F� 49 :. f.t� - - ...!t:{;:_�«..vrr,a ��;y`, 3 ,v,.....�u• ;� .......,- i ,..1' t a - -- .._._e::h-c�,a'cba�i.\wa' �::�,,,. ... ,,,w,...,...2 r:. t.wz ;r : n lu li -... ... ..: .. - 49 „- ....:... .......... .. .. u...�: ::. ::: 18 C A - _ 4 f, j 4 B ' - 25 44 B.. .......................... s a ,�•., �X y 2 3.1", ,. to •.}.}:�::r\ .s ` � �.1 26 -- 'A 15 :`..................................... ::.'::: l., ER LAYOUTENLARG OF POOL/RECREATION NT SHEET L-14 h . ■ ::::::::::::::: }:,,,,:....: .:< FOR R LAYOUT OF POOL/RECREATION AREA 44 .• ram. _ , 22I o r::::i3 fi t': .. .�.:. » ....................s :' 27 2 , 1, I A >� C� 18 .I n ,. ` zz ... . 52 :: :' '�•• s_ 18 ;i C = _ - - 4 : i`.' 6 t - 1 10 f �.- R X 31 f $ L I $ S 11 TY : ! I7 b � ! 17 �z 28 s 28 2M,. PAVING TE: SEEDETANLA,SHEET NL-170FOR MATCHLINE - S "" ROUNDABOUT CONCRETE PAVING. 6 30 EE SHEET L-3 -�yl�'• �-,� : necc, 77-7 JUC 18 SHEET KEY MAP N.T.S. WK/MPHHECKE ? I � � A i��...a 4\A 4 y\ti4♦\»�4 iti:; ti� } ..i.: h ��t� i �2 `,' D - t q :t: a\ - :•. Y + mot w JRC L, �r .,.. w o } ATE W U '.C•;:� i t � 4 4 4 � V4 4 � < 2 2' �`"� ,-�5't.4 a;z it m <q 1. � � 7/11/06 0 N cli All p , a c _ ti,.y_� ,yam /V�\ ;✓ ddd `, h 2t . . "9w"' ,.: , Alert Service A t �� N Underground Se ce a q� � \' � � t {: `�h »•� ,r PLAN CROSS t " a\� � � " t ' n` g REFERENCES ��. � _ � � t,t+ "\} h�z � \`` t r0264 Q4 � i'�.v .' v.l Y, -..: Ord �, i•.,ar `t y d , N N 17 ii Call. TOLL FREE FOR NOTES AND LEGENDS, SEE SHEET L-2 -AIu�F - FOR RECREATION AREA ENLARGEMENT, SEE SHEET L-14 WW � FOR CONSTRUCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 19 0; 10' 20' 40' 80' L-6 1 -800 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 - + ta=a 4133 FOR CORRESPONDING LAYOUT PLAN, SEE SHEET L 12 m..S 3r�,) 422— FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-24 6 OF 42 SHTS =mL� FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-32 & 38 "" TWO WORKING DAYS BEFORE YOU DIG LIMIT OF WORK 45 lFOR PAVING LAYOUT AND DIMENSIONS, REFER TO PLAN CROSS REFERENCES BELOW Z,= PAVING FINISH LEGEND IIIII45 INTEGRAL COLOR ACID ETCH CONCRETE, PER CALLOUT#1 I28 INTEGRAL COLOR RETARDANT FINISH CONCRETE,PER CALLOUT#2---------- ............ ......................... . . --------------7 -33 -49 39 39 NATURAL COLOR MEDIUM BROOM FINISH CONCRETE,w/SAW CUT JOINTS,PER CALLOUT 13 40 L I6 1 29 7 28 31 D47 29 6 1 29 16 5 49 49 A R C H I T E C T U R E 28 NATURAL COLOR RETARDANT FINISH CONCRETE,PER CALLOUT#4 .... ........ 7 SITE PLANNING 7 ............. 10221-A Trademark Street 5 40 NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/SCORE JOINT,PER CALLOUT#5 ancho Cucamonga, CA 91730 IFax (909) 484-2802�m..................... .....................C IINT e Richard Krumwisde 5 EGRAL COLOR STAMPED CONCRETE,PER CALLOUT#6(SEE BID ALTERNATE NOTE NO.1) CA Lic.If 2834 L 7 NV Lic.#446........ AZ Lic.#2 911 5 w ...................................... TX.Lic.# 1884 w 47 INTEGRAL COLOR MEDIUM BROOM FINISH CONCRETE,PER CALLOUT#7]z SCAP., U) . ..... ISWALE,PER CALLOUT#25 w A COBBLE..................w Ole ARTIFICIA 41 C FOR TYPICAL LAYOUT OF AUTO COURT AREA,SEE DETAIL D,SHEET ll L PUTTING GREEN,PER CALLOUT#37 C.)... 27 rlz 0................. Signature w 7-31-08 0 0 BASIN RUBBLE,PER CALLOUT#43 0 0 C 11 INN z ................. ............................................ Date.....---------— ......... I........... .......... ..............I II ................... C A1L\ ACID ETCH NATURAL COLOR CONCRETE BAND,PER CALLOUT#44 C A F I5 0..........6 IFOR TYPICAL LAYOUT OF AUTO COURT ID AREA,SEE DETAIL D,SHEET L-18. I BOULDER SIZING LEGEND............ REA, .. 8 (BOULDERS PER NOTE #26)......................18 1k,. . --,SEE DETAIL A,SHEET ll HEIGHT x WIDTH IFOR TYPICAL LAYOUT OF ATRIUM A FOR TYPICAL LAYOUT OF ATRIUM AREA,SEE DETAIL A,SHEET L-1 8. A ill----------- 18"-20" x 20"-26"III ........... B 41 2211~2611 x 26 -30 I28 c 32"-40" x 40"-44 IC\11 18 w L,2 0 5 D 10 44"-52" x 44"­5211 zv�-—- --------- If ........... z FOR TYPICAL PICNIC NODE LAYOUT, —-------------SEE DETAIL 13,SHEET L-1& 5 0 C� ...... BID ALTERNATE NO. 1 : >I15 I13 00 IIz IN PLACE OF INTEGRAL COLOR STAMPED CONCRETE PER NOTE#6,CONTRACTOR SHALL PROVIDE AND .......... IILL! Z EGA COMBO STONE',COLOR TO BE w Cc....... DETAIL F,SHEET L-15 PAVERS SHALL BE UNTUMBLED'M INSTALL 80MM CONCRETE PAVERS ON SAND BASE,ABOVE COMPACTED AGGREGATE SUB-BASE PER 'RED/TAN/CHARGOAL',AVAILABLE THROUGH ACKER-STONE, TEL.,1951)674-0047,..........*'=C IUJ 00 C7 ...... c� CC ILL< <---------- 49 ..........C I9-11 ILI U) LO C w N 0 ................. C 49 14 00 w 0 CC CC) z 4-A 13 5 C 05 IA I19 0-7-/ 40 U_ L 4 C 26 E5-felt B ........ B I27 C A B 14 7-Lj C 0 lu 4 1 W ILL B C C 0 U)7 . , �$ 1 . .14" .1 - - - �; ii -III ...........B L;C IL ......D37 C ........ --------------I ...........B C C 28 II-ILM I Y PICAL LAYOUT OF ATRIUM AREA,7- SEE DETAIL A,SHEET L-1&l ..........7 IFOR TYPICAL LAYOUT OF ATRIUM AREA, ell SEE DETAIL A,SHEET L-1 8. 0 I0. 0 4r B 0 I ,e.........r 0 41 0 0 FOR TYPICAL LAYOUT OF AUTO COURT 0 0 C AREA,SEE DETAIL D,SHEET L-18. -------------- .......... F- l25 0 IB II29 dft I6 k,I-7 ...........I'll...—FOR TYPICA AUTO COURT L LAYOUT OF....... ...........4 AREA,SEE DETAIL D,SHEET L 10 -.I V ........................31 0 .................... I %28 kk 7:---------- kk I. ........... . .... ....... 29....... ......28 29 0 -------28 L -40 I18 0 0 0 A 29 0 B 6 JUL 5 PLAN CROSS REFERENCES %Z44,,rn at 0 U.............49 FOR NOTES AND LEGENDS, SEE SHEET L-2 49 -13 ......Ili FOR CORRESPONDING LAYOUT PLAN, SEE SHEET L 0....... FOR CONSTRUCTION DETAILS, SEE SHEETS L-15, 16, 17, 18 & 28 19 FOR TYPICAL LAYOUT OF ATRIUM AREA, FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 SEE DETAIL A,SHEET L-1 -25 33 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L -33 & 39 FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L................... .....7 SHEET KEY MAP 0 N.T.S. WKJMPH ---------- r JRC 26 I3 Em___L------------ C 0 C 7/11/06 4#F 49... ..... 0 0 4p A 4 B 26 49 on A 1 201-011 C 9 9 N cm IUnderground Service Alert 0264 E r= -0 3 ME3 Call: TOLL FREE 49 5 w w SEE SHEET L- 2 0 101 201 40' 80'MATCHLINE L-7 1 -800 II-40 cc 2 cum 7 OF 42 SHTS. 2 Qi 2 TWO WORKING DAYS BEFORE YOU DIG < _ _ x •- �� 11-811 11-411 ago saw �! • No • V, t \ t a as ■ ■o ■ so • • • r8� ` � r8=o„ .-\...........ar:. 1'7" o TYp 21 .:��' � �{ � � '�' `� `� � o ♦ �� \ u I LANDSCAPE \ A R C H I T E C T U R E Y '" °" '' "—�• ._�■ MATCHLINE SEE SHEET L 1 3 3' O" SITE PLANNIN - :. \ � � � t? m.',"�g:- :• ?; � ��\, •'�: ` 1 �, � 5,8„ 10221 A Trademark Street A 91730 �r �,• .•-�- •� � \ � Rancho Cucamonga C � i , ................... ........._... ... ......... ..__... ........... . Fox 28 (909 484 2800 F (909) 484- 02 a c _ _..�._ „ „.u... 7 I o 11 Richard Krumwiede I-- a :�. , u: r :� F : ::� wwa s �w i \ 5 a CA LK d Krum �j 3? i $ i; r 1 W 41011 }t c A AZ Lic.#29115 F o . NV Lic.#446 LU ti - , g . v r 4 r cD s iyorr•°� TX.LIc.# 1884 g _ -t $ �: z I a t^ „Ct S # In LIJ F n 1 8 Y sc LIJ co ," �:;I~\ �, ::::�:::::_:.:.:.:.,w::::::::::::.:.:.:-:.>:.: J... 9 3 o�pr1D ru A�°�cq,9 ...,.-�... „ .; ��•• ; ALIGN ALIGN k, .� .......................: CnI) ,- FOR TYPICAL LAYOUT OF AUTO COURT q:,u•. ' :..m Q y };_, { t 8 211 9�_511 g f •, w�ea� ■ Z 4 b `m},� +PC` : t 1 € 1 11 AREA SEE DETAIL D SHEET L-18. " ....w t w _ v {.. W LU / } ..-.. � i � ' E Signature \ Z Q „_ Y I I 7.31- 8s' io"s,4„ J D ete Ilk il „.. ,.... 7- DO 7' 1 ..... I . . 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N +50 o.c.TYP. 22'-2" Ito } s o NN a\,M.,l\\\4:i\„ ,tl[ 0C ,V.V,Wn�Va� VeWRVw,�v, PvP ��P 9w Nn %000000%PWGO NK iCp �,WC W,VPOJVO400P NQ , ,NA ,yJ V000000P100�00> OOP \VroroCOCMMtC w,P COOOOOOOhroCM �, COP �Vro00hV,u \\ .V\V\\\,,, +,\\Vn„ ,.yt 0.,P tlOPIOOCOMOPOM 000 A1d ,v ,tlL y0f dhtl00�OMOJM\' f..: hH MWaxm0.'[J ■ . ® ® � ® CO Ch CV O C"J -r o� O- O- m r O- �Cp <D O)' l� _ CV , Cr) p °D r rT No -O- - COO O r O po CD I.D a i GATEWAY DRIVE I ........................................................................................•.,....... ....„,.��....,„ „ Q LIMIT OF WORK - ,a ` f I 9 1 i laaaaa- ommSEVISIONS 1 itL JUL 18 '75 - L\ , i SHEET KEY MAP ■ - AWN yI .,, t'77..,:� �•'�;ttir3ii�Y• �\ ABBREVIATION LEGEND �. _ N.T.S. MPH/MPW .. t AL - ALIGN CL _ CENTER/CENTER LINEa ` JRC CR CLEAR ,.Q,. - x 3 o NP — NOT PARALLEL a : a, R — RADIUS �'' , m y ,� { � DATE 3 a T = TYPICAL \�, { TOE TOE OF SLOPE \ \ \` \ _ 717/06 cy PL — PARALLEL ' I r t f, �\- ca Underground Service Alert a PLAN CROSS R REFERENCES :•? �::: . , ::4. C • Call: TOLL FREE FOR NOTES AND LEGENDS, SEE SHEET L-2 - uj H FOR CONSTRUCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 19 � """ = "-�� � "w � LL LL ��� + 1 -800 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 `3 0 10 20 40 80 ' ' ' FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 L-8 10�0" D�� Bata 422-4133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-20 FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-28, & 34 8 OF 42 SHTS. L�LO t W WORKING DAYS BEFORE YOU DIG ;,s i dq 15'-10" ttll�. �-..�♦ low NE _ SEE I Jill S ; .,,HEFT L- 12 r„ ■ 1-6 <� LANDSCAPE ARCHITECTURE ■ 8' 1111 � r . € r` SITE PLANNING PAVING ENLARGEMENT NOTE: - ? 10221-A Trademark Street 'I' SEE DETAIL A,SHEET L-17FOR 9» Rancho Cucamon a, CA 91730 ROUNDABOUT CONCRETE PAVING. ■ I �, - 11 ,a w, L9 - u2 NP f ll j j '-6 Fox 9I O] 484 280 2 b �_ _ `, ,�� ''o Richard Krumwiede T� ■ rn Saar o� 'n r (� e CA Lic.#2834 ' N M �att �o co _ eP_. - ° AZ Lic.#29115 11 : - ,, v o c�i w w LD °.� �o W Lic.#44600 1 5'4 M bbe an v va a o _ - TwT ` �rprr°� TX.Lic.# 1884 ■ SI.O _� _ N y,1� .,,..ems\ Y_ ' / f�• _, .� { s` ■ 51 _ o—.®� 9 'c�o czn o 8'-6 11i ` PN, A ij 91-411 07 rum Al /9ft � r cli LO N o� N o ALIGN . mA �� - - - - r Ni2-, yQ. '":ilk.`.\,`\\ \,.,,�}"y: \�)y:\ : `.\va= ,,\ +,\. 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U .?,`•''\ F! @ - 4-1 a , , "j ..- :_ _: - .h...,,\\\\\\vat.....L r ::vauvau, ,i r LAI- 71-1111 o ao N N r` "°°LO OIT fi `n = [■�, co - _ r fit, % 1 r r e - 00 Cto .« __ �.. �.>.... •• ?.,, „ . » , «, 00 REF.PT. ��, o N �' .. hh\`\\44 17 - - CID ■ NJ ■ —I l"7 i .... w`w, " j 14 0 . ....: ................. .. co a. cobo ' CO - T T T W 25'-1 H91 ■ ■ n 1 ■ GATEWAY DRIVE FOR MONUMENT LAYOUT,SEE DETAIL G, , ■ SHEET L-17. ■ - � R Silt ■- — — — — — — — — — — — .••.� —■ � Y e n 18 LIMIT OF WORK �y 3 SHEET KEY MAP N.T.S. _ MPH/MPW ABBREVIATION LEGENDcm 0 N AL ALIGNJRC g ,,:.L •.«r•" z,_� �r''� o , CL CENTER/CENTER LINES N CR - CLEAR 4 , , NP - NOT PARALLEL O � :h 0 \\,e by .: • i "'t ;;; 2 3 3 T - TYPICAL7/7/06 i m � R RADIUS TOE - TOE OF SLOPE 3 N PL - PARALLEL a \ 1 n 201_011 o -MNOB NUMBER vv..,� ].J. t t ��t1�1 ill\\ q Underground Service Alert �� �\�i � f Si4p'+its, 4.•\\ ' �5 k c � � 4a• :-:.,�,\. �.•� �\4k ., \�' Y`� �<� 0264 � PLAN CROSS REFERENCES 4k\ 4 J ._r ;4 R a v • b E Call. TOLL FREE tt � V�� wwttwww v �..a„ N N ............�p�'• Nil�HEET - • c c FOR NOTES AND LEGENDS, SEE SHEET L-2f �" C C FOR CONSTRUCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 19 = 4A .. .. r r t r 1 -800 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 0 10 20 40 80 � i "N L-9 �¢t FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 422-4133 a m� FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-21 �� ��. ��. 9 OF 42 UUo FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-29, & 35 a Boa,: TWO WORKING DAYS BEFORE YOU DIG e -1 -_��' - - - I I -_, __ _- -----------lq�. � I 11 I - I I .1 _____ -, - . - , � . I� � � , - I I.1A��I 1., I � ,� "I�'�' ' � I PAVING ENLARGEMENT NOTE: a ::*:: 1, SEE DETAIL A,SHEET L-17 FOR too 4 **# -1, A ..� "I ROUNDABOUT CONCRETE PAVING. 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I ..., ...". - 2 T PLAN CROSS REFERENCES ��_�____=_ - I — -.:) < < ­R­ \ - '411181:1 0 �I.11 If 4) 0 . . _­­,­_� ,,.-%,, :::---.::::­­­......����"_�' ­�_111—---------— 111. w,!._,-i:I A:1 I 0 ­,'� � 'a 0 — 11-----,,:---,Im�-1.������.,.--- � . 2IV E E M 0 0 L� Call: TOLL FREE ___ 1-1 — — __ — — ___ — — — — — — — __ ------- , . �� zz� FOR NOTES AND LEGENDS, SEE SHEET L-2 ( v � 1.ddr 1,1111b., ,_T ,I, I FOR CONSTRUCTION DETAILS, SEE SHEETS L-15,16,17, 18, & 19 � A r lv_� .5. . 80' L- 1 1 4 C . 0 1 Of 20' 40' P'0*4110' 11 w w .�", I FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 A P2 M wa W L, A t �t 6 I .- .9 1 -800 - - f � -. I � �. . � , � I i � .�' .1 17' , i K � k, � I ,.III 1, I , 4J, I "! I 04�'�� k LLA T�JF LATRIUM AREA, '1,""",',,,, I III, � I IS YOU L . _,_ I k i�I , HEET 8 �____., , _, � It N I I 1�'�\ I /1 � # a, I I U_ U_ I FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L 5 �I 11`�1111 1�d,,,�1,1� � T' 1111%sir - .,,�0,-I 11',� 1 1 OF 42 SHTS. d 1'�1­1,11,�,­ ­ ;,� 02 2 - I� ,",- �� I I ­ ­­ ,02 ESPONDING IRRIGATION PLAN, SEE SHEET L-23 , ", � �<M < ,� FOR CORR I_ rn,u) w 1.�� _1 �J,�, �� �11 '. 15: �X,� I',,�� I �, , -- - wwwwww I ' ', 11 .''r,"', ""'? - .. . 7 ,",,?L,',-1',',,o�"77777777T,1­�`,­ ,!" IFTI'u,',� " �1 va;,,� ;: FOR CORRESPONDING PLANTING PLAN, SEE SHEETS L-31, & 3 EIIIIIIIIIIIIIIIIII 0(0- .0 � . 1 W:�5 _0 1-2 C> TWO WORKING DAYS BEFORE YOU DIG ____ I �� iz - ___ -- - - ,.-- ­_____ ___ _____________ . , - _ _ - - _____ I - - . L O WE' n LIMIT OF WORK I, FOR TYPICAL LAYOUT OF ATRIUM AREA, k , ■ .I SEE DETAIL A,SHEET L-18. 7 ■ FOR TYPICAL LAYOUT OF AUTO COURT ■ `� L Cl i!1 "1 ` AREA SEE DETAIL D SHEET L-18 $ ` LANDS A r C P E ARCHITECTURE J11 SITE PLANNING ; — — — — — — — 102 21-A Trademark Street 3'-6" ■ 3'-6" Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 4B4-2802 n « « « « « « « « . «« a « « b « « b « « .• •o Richard Krumwiede ' ■ o � CA Lic.#2634 ' ALI N CENTERS — M Az Lic.#446 ■ :��o NV Lic.#446 '" "• � ! o J D S C A AFq J LU o Krumw. ,90 e �. -..:::. W 41 Lu :. '• � i w a gneiure ,9 * 7 31.08 \, 1 ■ � e Date Date a z: , , } ;., OF C A%-\ a ` , i Y ` c 7. « IMA 7-77 .............. 0 a J r t ' r; pp , O wt OZ) N a < OW €s i? W � y r ZZ ` i=t .? 4 Uj ■ .,....,,.:: :...._ ....., ua,,....__ ,...- i r } w yd; \\ �: x >. c<: _ �" z ' _.,. ................e:a:v -...� �, _ .r. -;., ,..: as ..+� ..._.. aar_.....a,..,.., ..._� a +.t• �4 ,: � ��' ,s_'„++.: a«a,' •c:«;c�„vx;aayq: :,`... r.+ ■n /!! 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JUL 7 8 4Q6 A �> o A ABBREVIATION LEGEND SHEET KEY MAP AB N.T.S. MPH/MPW T1 y-yw.v.�:\`n`nr'!-r,...�va. �\Ci"\\Cti , ,;,• :h���.?wyvy i': 2k AL ALIGN • i '` :_: ECKE CL - CENTER/CENTER LINE - � CR - CLEAR � v �, o �/� o ,NP NOT PARALLEL � . " R — RADIUS ,::. JRC T - TYPICAL :� t k\w �,�_ .- TOE - TOE OF SLOPE y, .? t , y: . �.� _ „ . 3 PL — PARALLEL • I o a ? N 7/7/06 p y ccli I _ Jam; r 1 20 -0 11 m ,\2 `,,,ice `,. t\�`}6 ■� ;;;;'``i`? -t., �` �`, _ .• i `` •r U0264 nderground Service Alert i 'S W _j a. , CM g S - PLAN CROSS REFERENCE Call. 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L , ` .- `-` '7 ­.- w: V.,.,: "��i!�. - ::� . ,±NC,:-,--]:�-,--:: , ... .. 1% ��: --";---"---",-,--` % +�+�i�- 11 . ,.�i��i��, %5, . .-:1 .. .,.'..,.-.�� _- I --.-- - -� . .--- u_ , - �z_... , . ­.._..__ I % `:-,-:�- I -�- . -_%. .._..�..... . . - . " L . .�i�i�i� . a Z�� _.�-- ___ -t__ __ __---i' ­­ - .. : .-.-. .."..% .. 0 41 _. ...... .L:i;i��i��!�ii!��ijj���.-�- ,%., ..%.-. - .::. .::. .::. .:�: . - SEE DETAIL B, SHEET L 18 � I��iii�iii������i���i��ii��iiiiii�+:::.. . .%.'...: :`%.-%%. ,%�%%, . ... __ FOR EN 1, * - ... .1. � %.::::::::1 ::::::::::::::i�.-.!;l ': R LARGEMENT ::::::::::::::::::.:�::�:' . z I...%. %.. . ..:L:.:,:L:. - :.:.:�:.:� ::11.i:1 1-:1 .:::::.I .:*-, I . ..%.:. ,..... .:..... . .,1:::::: . : .- �:: ;.:.. .:. .::"_ . 35 4 18 20 � ..: �:::�.: . `:".:::::?.. < ; \-. :x.::"*.­.:- I .. :"::.,:1.. I ...�:..:". V :..".i.%.j:V-- I - � Z .j 1, �)­ �'L_� �2� 0 0. I �12161 1.1,� "I ENLARGEMENT OF ADULT POOL AREA I�L­ � 1,� ,­fff", -� , . ENLARGEMENT OF FAMILY POOL AREA AND TOT LOT 4 ­�. 111� M 'L, I 1� J­­ � ,�jl 'j ­� , � 1� ­ :1�, � , — - - �, + i� ' ' I - �— �— i 1� I w . lkI ;', L, " � I ,,- ­ * L I 11 L � "I" (.) z I . __ 7-- - CONSTRUCTION NOTES CONSTRUCTION LEGEND ---- -CONSTRUCTION LEGEND _�� D LIJ 'A ACID ETCH NATURAL COLOR CONCRETE BAND w/SAWCUT JOINTS. 12"WIDE UNLESS NOTED OTHERWISE NOTED 24"HIGH STONE VENEER PILASTER w/POURED-IN-PLACE CAP AND POST LIGHT.SEE DETAIL R,SHEET L-16. � 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT 0 9 ,; UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SEE DETAILS C,E&H SHEET L-1 5. FOR POOUSPA COPING,SEE DETAIL P, SHEET L-1 6. FOR TOT-LOT EDGE,SEE 1: SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE DETAIL N, SHEET L-16. 0 ACCENT POTS PER DETAIL D,SHEET L-15. SEE POT SCHEDULE ON SHEET L-37&38 FOR MORE INFORMATION. 0� 2 � ,CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE INTEGRAL COLOR ACID ETCH CONCRETE wl SAWCUT JOINTS AS SHOWN.SEE DETAIL C, SHEET L-15. COLOR TO DRAINAGE PER CIVIL ENGINEER'S PLANS. I k,I SUCH NOTIFICATION. 0 BE"AUTUMN BEIGE"BY L.M.SCOFIELD.(800)800-9900 �D COBBLE SWALE PER CONSTRUCTION PLAN.REFER TO DETAIL J,SHEET L-19. �_ w __ __ — _____________ -______ _______ __ __ - -------- -----2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR ------------------ ----- - - - - -- -- ----______ - —- — -_ — - LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. /_i\ INTEGRAL COLOR ACID ETCH CONCRETE w/SAWCUT JOINTS AS SHOWN.SEE DETAILS C,E&H, SHEET L-15. _f3_6� POOL LIGHT LOCATION PER POOL CONTRACTOR'S PLANS. ___w ! \_�/ COLOR TO BE"SANTA FE TILE"BY L.M.SCOFIELD. %--/ 0 -- __ _ - � ACCESS LADDER LOCATION PER POOL CONTRACTOR'S PLANS. i : 3. ALL FORMS AND ALIGNMENTS OF PAVING,WALL/FENCE LAYOUT,AND SPECIAL PAVING AREAS SHALL BE REVIEWED 0 1 48 HOURS NOTICE). NATURAL COLOR RETARDANT FINISH CONCRETE w/SCORE JOINTS AS SHOWN.SEE DETAIL C,SHEET L-15. z 0� I : j AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING(GIVE A MINIMUM OF G (3_85)l DISABLED-ACCESSIBLE CHAIR LIFT LOCATION PER POOL CONTRACTOR'S PLAN. 1. 4. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. (D NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/DEEP SCORE JOINTS AS SHOWN.SEE DETAIL C,SHEET %--/ HANDRAIL LOCATION PER POOL CONTRACTOR'S PLAN. I L-1 5. �5 0 < � 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,PIPES I I INTEGRAL COLOR STAMPED CONCRETE.STAMPED PATTERN TO BE"TM-200,RANDOM STONE"BY BRICKFORM. 18"HIGH STONE VENEER FIRE PIT PER DETAILS D&E,SHEET L-16. i AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND G �5 () ..j i I REPLACEMENT OF SAID UTILITIES. (800)483-9628 COLOR TO BE"AUTUMN BEIGE"BY L.M.SCOFIELD.SEE DETAIL B,SHEET L-15. I - -_____ - - - __- - - - - - - __ - - - ------------------------------- - ___ ______ - - ------ ---------------------- ----------- -- ------------------------ -- - TUBULAR STEEL/MASONRY COMBO WALL w/STONE VENEER AND POURED-IN-PLACE CAP PER DETAILS A&F, - I � 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO - 0 1/2"THICK FULL DEPTH WATERPROOF EXPANSION JOINT WITH THIOKOL BEAD(COLOR TO MATCH ADJACENT a SHEET L-19. __ - Z I IRRIGATION PLANS. CONCRETE), TO BE PLACED AT±20'o.c.MAX.AND AT LOCATIONS SHOWN ON PLANS.SEE DETAIL H,SHEET L-1 5. TUBULAR STEEL/MASONRY COMBO WALL wl STONE VENEER AND POURED-IN-PLACE CAP PER DETAILS B&F, � I T �D -19. LIJ 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO /-0) 6-0"HIGH TUBULAR STEEL FENCE wl 8"WIDE CONCRETE BAND.FENCE COLOR TO BE FRAZEE"PIAZZA#712". SHEET L I : - (714)630-8040.SEE DETAIL M,SHEET L-15&DETAIL F,SHEET L-19. . � - ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. TUBULAR STEEL/MASONRY COMBO WALL w/STONE VENEER AND POURED-IN-PLACE CAP PER DETAILS C&F, � � �D � - 8. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE 5'-O"HIGH TUBULAR STEEL FENCE.COLOR TO BE FRAZEE"PIAZZA#712".(714)630-8040.SEE DETAIL M,SHEET L-15 SHEET L-19. ; (D &DETAIL F,SHEET L-1 9. L: � __- SUBSURFACE PREPARATION PER SPECIFICATIONS. i 1 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT CHANGES AND 0 T-O"TUBULAR STEEL GATE @ POOL.COLOR TO BE FRAZEE"PIAZZA#712".SEE DETAIL L,SHEET L-15. . --- I SHARP TRANSITIONS. 11 : STONE VENEER PILASTER wl PRECAST CAP PER DETAIL J, SHEET L-15 I 0 1. ­� 1 � 10. ALL CURVILINEAR WALKS,CURBS, HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE 18"HIGH STONE VENEER RETAINING/SEAT WALL wl POURED-IN-PLACE NATURAL COLOR ACID ETCH FINISH CAP. In ,­'11 ­1 11 0 ­� 1. I APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 0 1 ­­�'­_ SEE DETAILS A,B&K,SHEET L-1 6. - ­1 I , � � I �I Q 40'HEXAGON SHADE STRUCTURE.MODEL NO:UV-133, FRAME COLOR TO BE"NATURAL", FABRIC COLOR TO BE A I : ALTERNATING"ARIZONA"AND"TERRA COTTA". REFER TO ATTACHED PLANS BY SHADE STRUCTURES, 11 ! (714)427-6980. / I / I , I G 1TSQ.WOODEN OVERHEAD TRELLIS STRUCTURE WITH STONE VENEER PILASTERS.SEE DETAIL E,SHEET L-18. A "I . : i RADIAL WOODEN OVERHEAD TRELLIS STRUCTURE WITH STONE VENEER PILASTERS @ FAMILY SPA AREA.SEE I I I PAVING FINISH LEGEND 0 RECEIVEZ) A � DETAIL F,SHEET L-1& t7 ' � ! 0 RADIAL WOODEN OVERHEAD TRELLIS STRUCTURE WITH STONE VENEER PILASTERS @ ADULT SPA AREA.SEE 1 8 2OU06 A i �: NATURAL COLOR ACID ETCH CONCRETE,PER CALLOUT#1 - DETAIL F,SHEET L-1& JUL I. L : /1 7\ TOT LOT w/PLAY STRUCTURE& RUBBERIZED SURFACING.STRUCTURE QUOTE #380888 AVAILABLE FROM COAST I � \-�L/ RECREATION,TEL. 714)619-0100.SEE DETAIL N SHEET L-16 FOR PERIMETER CURB&RUBBER SURFACING 9w=%stspIT" A I . I I � :.�'..�*�%.:,*,:%.%�,�:."%:,.,:�*%.�,:�%-.',...�L::.*,�' SECTION.SEE RUB&ER SURFACING LEGEND FOA COLOR. I I _ % . :,�..�."::%":%%�%"..�%:..%.�.�%.:-..�:�.�...�.. � 'L %-.:,:7-%:-:.%..:.:%..:',%.,-­%:%..*%.::.,.% INTEGRAL COLOR ACID ETCH CONCRETE, PER CALLOUT#2 %: % * ­ , :":L"�.%, .., � - ,%. '%%. � ,%.."....�.,:::...:..1.�%.% QUICK CRETE 6'WHEELCHAIR ACCESSIBLE PICNIC TABLE MODEL NO.QW76PT,COLOR"C3-T7"w/UMBRELLA HOLE. A I i � I ., %.. __:....!_,.. 0 /I i SEE DETAIL B,SHEET L-1&AVAILABLE FROM QUICK CRETE.,TEL.(951)737-6240. 1 1 1 1 � , I I I I - _­ : INTEGRAL COLOR ACID ETCH CONCRETE,PER CALLOUT#3 PLAYWORLD SYSTEMS"DELUXE PARK GRILL"POST MOUNT GRILL MODEL NO. 1451.SEE DETAIL G,SHEET L-1 6. ,­",, Sim , ­ ,�_, 11 ""LL" - : � 1 1 : G -2585. . I I � AVAILABLE FROM DAVE BANG ASSOC.,TEL(800)669 ASN' I I SHEET KEY MAP wj 14111 l- ...�.........................:-:-:-j QUICK CRETE TRASH RECEPTACLE,MODEL NO.#PS2533W w/"C3-7"FINISH AND B21-S LID IN BROWN COLOR. N.T.S. MP H/ / WK : z ................... 9 . i i w w I ,.*.,.,.X-*-:-:::::::::-:: T , ........ . 1: .1V 2 " ..................... INTEGRAL COLOR RETARDANT FINISH CONCRETE,PER CALLOUT#21 AVAILABLE FROM QUICK CRETE.,TEL.(951)737-6240. SEE DETAIL 1,SHEET L-1 5. -,7,m­--m,�7�r—�j 41fl , . z:�- ;:,::,k: I I I ....... r7l n�,T,I�I 11 i I I I I I I I I 1 1(r.I,�,,I 7,I�-I,C.,..�I I I�,,.��,� Mol.711--M� .1,�:...."111!1 2—T.I ITTI C,,,,-..,_ I'll ,I , UJl- 1._.%............... — — — — — — — . &­_­_-- I 0 0 ....... _�__ ::1 " ;,,, Y!,!h A;I�L;T i rr�, I,' : 0010�­­-�.& : a: � I 'SANTA FE TILE"BY I V I., Lb ��, �.: ��11 .:.:�;; I I -,iINI:".� _ -1 5.COLOR TO BE' I- ­111�t­ Zl. 1, zz 11i*C,AA!11hrZ ,r- -, 1 .14� .,��,��,,.', : ­__ 11" " INTEGRAL COLOR RETARDANT FINISH CONCRETE.SEE DETAIL C,SHEET L .q. 11 .1 �1� � , ___ I i � -� i 0 ," : I .= , I -, , L.M.SCOFIELD. , 77�,�,""'� ". I . i-��:",I-,:,,�,', .`�'�",t` .;;.­� �...: ; Uj __­__1 --:---,! I wl,�, 1i . ., -,,_-,-,-:,_ i "i":71 s4 1.11 :, � I m. ____-_ ,; zi", , ., .�: - I - , " ." 7; �, -.11, - � !9 , "w .-. .n.I., -11-1 ,; I- , ,, I� ., .. ., r ,�j���Ijl, _-.1 . '. ,� , '1�1� C? V 9 1�-:�' _�._ __ I D '­ , . NATURAL COLOR RETARDANT FINISH CONCRETE,PER CALLOUT#4 �'� '":", . ,���,��. .. i�6��T.....- '­ I: : - lt,r,:�% i ,�, - �, 0 �MfM �� -16. REFER TO CIVIL ENGINEER'S PLANSFORRISER 1-1 '.1, _� _% %­ I , .,: ., I STAIRS w/HANDRAIL.SEE DETAILS E&L,SHEET L ,'I- 11 .r% _ ,..:% :�.-zi­� JRC �N le 1�i,11111` I ,CA;, I - :,�. ��,-,�,: .1. I � - [ 9 REQUIREMENTS. - 11 I "I WI-IN'.1.1. �` ­ ___ ;,11 _ , �11 . I ; '162 ,�,..,��, � J. - i I I I'll - � 11 I I r, I '19�1*�`, -: 3. .I - ...- �� ,.,,��!, .. . .. 1-11, � : I . .. -- . .� , � , r) .- -- . . -___.- .,...� . �� W, wt V05f , - . ��, .. � � _. ___.- I.__ . -'�:�� .",� 0 ., -, ., 'A __.--,__ff�­_1�j �:::.c:: � I I�.- , 1�`ifi��Ii."......- . . . % . - . . . . - "..� *1 I 0 - - - I .,.:L�,- . i I.- . . ­­-, I NATURAL COLOR MEDIUM BROOM CONCRETE,PER CALLOUT#5 �5 SPA w/STEPS, AND BENCH PER DETAIL 1,SHEET L-1 8.CONTRACTOR TO SUBMIT SHOP DRAW NGS FOR APPROVAL �.�,-,­L­ : ... .-' i / �" 1'. . . - OF LANDSCAPE ARCHITECT AND CITY/COUNTY AGENCIES.SEE DETAIL P,SHEET L-16 FOR TYPICAL COPING DETAIL. .0 I��"I ­­I I '11 .��\-,,, ;;;.;.�:i I �11 � . � 11 I I , - , ::,".." :, 4 I I -A .... . '.1 � . ­�: .... , .1 , . 1 i 3: 6 ADULT POOL w/STEPS PER PLAN AND DETAILS J&K,SHEET L-18.CONTRACTOR TO SUBMIT STRUCTURAL AND . I .6 ..... I . :I-b.-i�� 11.... I - I �i � - 9 ,, %�.,� . IN �-�,I � " .1 7/11/06 , -­�!".* MECHANICAL SHOP DRAWINGS FOR APPROVAL OF LANDSCAPE ARCHITECT AND CITY&COUNTY AGENCIES.SEE ­­ -, �:�,,��,,. ,-- - �",,,.,� - - - - ­ ........L 2 M .._,.._. � ­;fj .%�� .�t­- _�'.,_ - .. ­� 8 0 , , , �._ - .Z11 - _, --:. 3 - -.11"'. -;..-'�._,'.,`.,%'.� .:.., - .�. _ ""' 0 %-­. :, ::, COBBLE SWALE PER CALLOUT#35 — - . __ " --: . I .... * , 'p .. :i��Mj DETAIL P,SHEET L-16 FOR TYPICAL COPING DETAIL. ."t I I . *:..`::,L­.-:1 , " - -%­ 0 ..-i%.X...1%..1:::::::,..:-` ; ,I;_��..,,., , ;��;t., I", ` � . ....'­ .`­:i I 1 3: N ..�lk....,%'.....%T,....'%"'�ll'-�',�".*"� ".. - . i ;�J*dv,_I,��i�I -11 _121 i6 V i N,�::,. 0 I &�, ,��l � � ­-, �_­�_,' . 4'�Z__ W 2 N 0 FAMILY POOL w/STEPS PER PLAN AND DETAIL G,SHEET L-18.CONTRACTOR TO SUBMIT STRUCTURAL AND 11 JL 1" , q.i�'�1"", +�:::. , : 11�_, 1, " , 11- , I �E ..,I- � �. � , �,�M ..1- "-I��:�,��4aN.,',,i4",--� .1,1­11 1'.,qk, I , . I M 0 MECHANICAL SHOP DRAWINGS FOR APPROVAL OF LANDSCAPE ARCHITECT AND CITY&COUNTY AGENCIES.SEE Cl �� . - � ta .. ft '.'�Z�i ',�­��!'T,:.z_____ ­�_, , -"I :_,., , " . . DETAIL P,SHEET L-16 FOR TYPICAL COPING DETAIL. �,� � :j!��.;__ I %­��'-' .­�;W .c ..."Zi i�i i�:,,,-- 11 I if I a a ...... ,­ . - -. I ­1 1 = 10 -0 ER . .E .E ­� tzxy �.,_:� , ..l "' � I RUBBER SURFACE COLOR LEGEND (PERCALLOUT#17) . ��� ...... I ill" � 4%,.�7 "-I �jll.�,I-`,J - V144 I ------ ­'� . 1�'- F!�"".,�11 �1.1" _ ,," - - - �" % g � I .. � �n - E2 KIDDIE POOL w/STEPS PER PLAN AND DETAIL H,SHEET L-18. CONTRACTOR TO SUBMIT STRUCTURAL AND %iiji -- ...�_! r -"' 11� � ___ `*__ ".'."�...�,..'L li, � I r%_ I 1, , 1, '� �' , , i ­ ­ ­­... __ - I 0 .Ik� j �', 11 '".w. 0 a L - __ - �_ .1 - - ....... .. ­ ' ' - L %L- I .. � Ir., � ::,.,%..%-, I I -.�'.-I- 17!,�:" I. : ���,V40, . "'!.T.. L", __ - " , M M . H ,".�,' : ; " .z .r, . ­ . L--- �1�:�i � :�, ��M - . �iHi ­­ ,,� % � 10 (0 " - � . ,I t � % 1111111,11VOI-7-M�� Z=) MECHANICAL SHOP DRAWINGS FOR APPROVAL OF LANDSCAPE ARCHITECT AND CITY&COUNTY AGENCIES.SEE I ­-, __ . . 6 6 1 � � - , --'--- L .1 �. . .� , , - �1 % . . ...... 1. % V V , I ,,�;. __� _..­� .-,-,: . I N N DETAIL P,SHEET L-16 FOR TYPICAL COPING DETAIL. X­1 -.-a !t, it I , 60/25/15 HUNTER GREEN/BLACK/BEIGE 1_0�­,�:, i`,,,�'J.�F,.: I" ,­��I, ­____ , ..., � � k ­'%*�,­ 2 2 'N':.:- ... � ,,-z,, ,,- : '' ­A`%,"�4­_�-'­�­�� - , . - 1� '"'I Underground Service Alert z ,i��, .�-� � . . [ .'­�"-11-:­ NON-SLIP SURFACE FOR SHOWER WALL PER ARCHITECTURAL PLANS. - ��,� ��v :-.-: .. i L 1 0264 , . 2 T .� "I �, - 0 PLAN CROSS REFERENCES I ­: < < __ I ­ 11 I .11 I I I '' . . ... .., 11 ­..1114"__'l,*%L�*...i...� � -- ­:.__ .,_.�s.- 0 0 0. i._ - - 111-1- � V t'. ._-, '-, - _­___._, DRAINAGE PER CIVIL ENGINEER'S PLANS. 111� i , � .,._1_111.1111. 111-1 9 �� I _._',__ ­_­ ,�". -.1- -I.- - - 0 IV" 2 � - 60/25/15 TERRACOTTA/BLACK/BEIGE I - _M11111.____­11_.___i_ ­=.­. � ­­... ---------- I L. 1 C-3 ­-­­ ­­­­­ - � I ­ L.11� "I E E ,_-__ �_­_­,_, - — -............. HFFF!HHH_1�1..­­­... I I ____, " , � C� 3 Call: TOLL FREE [" - -1 _,��',_�11'-I"'.-,*"'.. 12"HIGH RETAINING RAMP WALL w/POURED-IN-PLACE CAP PER DETAILS E&K,SHEET L-16. � Z:� L I e - __ __ - @), FOR NOTES AND LEGENDS, SEE THIS SHEET --- - - - - - �,__ - ______ �� I -IN-PLACE CAP PER DETAILS FOR CONSTRUCTION DETAILS, SEE SHEETS L-15, 16, 17, 18, & 19 Z�--- ^_ - --- __ - �/� - 1 % - I h � 4i Z Z 1 (30) TUBULAR STEEL/MASONRY COMBO RETAINING WALL w/STONE VENEER AND POURED , I, C . - %--/ - LU Uj 50150 BEIGE/BLACK C&F,SHEET L-1 9. .." " � " , �1_ 6 ,,,, FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-41 0 1 O' 20' 40' 86' 11 , ,.-A� ) .T .T 1 1 -800 / " L- 1 4 �E M I " , / 1� .._ ry POURED-IN-PLACE CONCRETE BENCH wl STONE VENEER PER DETAIL C,SHEET L-111 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-23 & 24 0 - I , , �,�/ / 0.0 .� . ::: % L .1 . - � :� , - 11 ::: L - I. �)t I W1111 �,�, 0 '/ 1�,, I w<M� I NOTE:SURFACE AMERICA"PLAYBOUND"POURED-IN-PLACE SURFACING 6"WIDE CHANNEL GRATE AT SHOWER WALL. REFER TO CIVIL ENGINEERS PLANS. FOR CORRESPONDING TREE & VINE PLANTING PLANS, SEE SHEETS L-31 & 32 1 - I � . 1 14 OF 42 SHTS. " I I r lngcn,o 9 ,* I .. .M I L 2 6 2 66 WITH ALIPHATIC BINDER.AVAILABLE FROM COAST RECREATION, INC., FOR CORRESPONDING SHRUB PLANTING PLANS, SEE SHEETS L-37 & 38 � ,�-_"';',­"��".",� � I.L . _ � ,� �.._,�",L(:'� - , ­ 1, L " , - "'! , , �f ,D�. �-,��,40,, ��"'�,-�,�,4,,,,v7�,,,,-��,�,,,�'�,,;�','�� I ,�, �,�,�t;�,,� I , - � - , . :,�, 1 S? TEL.(949)553-8065 , IIIIIIIIIII0111 11 Z-11 � ,�', �,,, ­11 - I i :E_0 z-0 " 2.D 2 N 1 - - : <Z! TWO WORKING DAYS BEFORE YOU DIG I "I O<i:z - __ / - __ - - ­_ - --- ______ 1� I _'.� ­,_ I - I 1 6 9 7 2 1 2 6 8 4 1 2 3 4 LEGEND: 7FM iO 1/2"RADIUS AT ALL EDGES. 2 5 LEGEND: 2 2 CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR AND SCORING LAYOUT; 3 Oil `) a O SEE BELOW FOR FINISH TREATMENT. O 1/2"PVC IRRIGATION THREADED COUPLING AT CONCRETE 1"TURF °o° 4 SURFACE WITH SCH.80 NIPPLE TO TOP SURFACE OF PLANTER. 2"G.C. _ _ _ _ _ _ _ Ypw 3O COMPACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT(12"MIN). 1 ADAPT FOR 1/4"LANDSCAPE DRIPLINE. DRILL POT BOTTOM TO RECEIVE PIPE. 6 - ♦ �+ • - } ` J~� " 7 2 RAINBIRD#LDQ08061/4"LANDSCAPE DRIPLINE WITH END CAP I M SECTION 5 3 5 zzz #3 REBAR @ 24 o.c BOTH WAYS. O ' -- I ___ 11 g COIL IN PLANTER POT TO PROVIDE IRRIGATION TO I - 3 EQ EQ. �w co NOTES: ALL PLANT MATERIAL.SEE PLAN VIEW O° / LEGEND: OA CONTRACTOR SHALL POUR AND FINISH A 2'X2'SQUARE SAMPLE OF EACH TYPE OF FINISH O MULCH TOP LAYER. :III FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. O PLANTER POT-SEE PLANTING PLANS FOR MANUFACTURER L A N D S C A P E 4 J iO. R THICK MIN. IN VEHICULAR AREAS ONLY.4"IN WALK AREAS.(CONTRACTOR TO VERIFY THICKNESS WITH SOILS © DRIVE THICKNESS PER STRUCTURAL SOIL REPORT. AND MODEL. PROVIDE DRAIN HOLE IN BOTTOM. REPORT)STAMPED CONCRETE PATTERN PER CONSTRUCTION PLAN. INTEGRAL CHROMIX COLOR PER CONSTRUCTION A R C H I T E C T U R E 5 PLAN, FOLLOWED BY TWO SEPARATE COLOR HARDENERS FOR RELIEF IN STAMPED FIELD ONLY,NOT BANDING. © SEE DETAIL H,THIS SHEET,FOR EXPANSION/SCORE JOINTS. 5 DRIPLINE TUBING STAKE. 12" COLORS TO BE A-25"LA CRESCENTA BROWN"AND A-33"CLASSIC GRAY".APPLY CEMENTONE CLEAR SEALER, PRIOR O TO USE.COLORS BY L.M.SCOFIELD PHONE N0.(800)800-9900. a O 3"PVC DECK DRAIN IN CONCRETE PAVING. INSTALL WITH LOCAL SITE PLANNING 2O UNGROUTED JOINTS. 6 9 10 DEPRESSION(1/2") IN PAVING AROUND DRAIN. 10221-A Trademark Street Rancho Cucamonga, CA 91730 LEGEND: LEGEND: LEGEND: O 100%POTTING SOIL (909) 484-2800 3O SUB BASE AS PER SOILS ENGINEER'S REPORT AND SOILS REPORT. O MEDIUM BROOM 1 LEGEND: 2 Fax 1 48 284-2802 FINISH NAT.COLOR O RETARDANT CONCRETE PAVING O ACID ETCH 6en„p� iO GALVANIZED POST CAP. ® ADJACENT PAVING PER CONSTRUCTION PLAN. FINISH NATURAL 08 WATER PROOF SEALER TO INTERIOR SURFACE OF POT o Richard Krumwiede 2 CONCRETE, RUN COLOR CONCRETE. 5 ; CA Lie.#2834 2 70"SQ. MIN. REFLECTORIZED SIGN CONSISTING OF A PROFILE VIEW OF PERPENDICULAR TO 2O DEEP SCORE/SAWCUT JOINTS; CA Lie.#2834 A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE BACKGROUND O COMPACTED SOIL PER SOILS ENGINEER'S REPORT. EDGE of CONC./PATH 2 SEE CONST. PLAN FOR LAYOUT 9 3 DIA. PVC DRAIN LINE 9115 O SAWCUT/SCORE O CONNECT TO STORM �, NV Lic.#446 (INTERNATIONAL SYMBOL OF ACCESSIBILITY). © INTEGRAL COLOR CONCRETE BANDING.SEE CONSTRUCTION PLAN FOR LAYOUT AND WIDTHS. PROVIDE SCORE OF TRAVEL. &JOINT TYPE. LINE;SEE CONST. DRAIN-SEE CIVIL ENGINEER'S PLAN. TX.Lic.# 1884 O DEEP SCORE/SAWCUT 0 EDGE OF PAVING. PLAN FOR LAYOUT&TYPE. 2 . .JOINTS AT 5'o.c.MIN. REFER TO DETAIL E THIS SHEET FOR MORE INFORMATION. JOINTS;SEE CONSr. 10 COMPACTED SOIL. 3O ADDITIONAL SIGN WITH SIMILAR PROPORTIONS TO READ"VAN s O3 EDGE OF PAVING. O PLAN FOR LAYOUT&TYPE. ACCESSIBLE". SIGN MAYBE WHITE WITH BLACK TEXT. TEXT TO BE 1" 0 #4 REBAR AT 24"o.c.,EACH DIRECTION.SET AT MID-DEPTH PER SOILS REPORT. 3 _ 1 11 O4 DOWELLED JOINT PER O FINISH SURFACE. �pNOS CA pF MINIMUM HEIGHT.(WHERE REQUIRED ON PLAN). O EDGE OF PAVING. 3 DETAIL E,THIS SHEET. 1/2 POLY-FOAM EXPANSION JOINT PER PLAN. s rum w/ Wye ® GALV.STEEL POST. 2 1/2"O.D.w(.203 MIN.WALL THICKNESS.(MOUNT ON O5 ADJACENT BANDING NOTE: LIGHT POLE AS REQUIRED). 0 COLD JOINT. PER CONST.PLAN. 2 PLAN VIEW 1. VERIFY THAT IRRIGATION&DRAIN LINE IS PROPERLY LOCATED& INSTALLED PRIOR TO v aw n 05 FINISH SURFACE OF PARKING STALL(PAVING). INSTALLATION OF HANDSCAPE. A. MEDIUM BROOM FINISH WITH C. RETARDANT FINISH WITH D.ACID ETCH WITH ADJACENT Slpne e © CONCRETE FOOTING. NOTE: DEEP SCORE/SAWCUT JOINTS PER PLAN SCORE/SAWCUT JOINTS PER PLAN BANDING OR FIELD 2. CONTRACTOR TO DRILL LARGE ENOUGH OPENING IN POT BOTTOM TO ACCEPT 1/2" * 7 31 I ete DIMENSIONS ARE FOR REFERENCE ONLY-SOILS REPORT RECOMMENDATIONS SUPERCEDE THOSE DIAMETER PVC IRRIGATION LINE. O FINISH GRADE. LISTED ABOVE. Date NOTE: 9TF OP DIMENSIONS ARE FOR REFERENCE ONLY-SOILS REPORT RECOMMENDATIONS SUPERCEDE THOSE OF C A%.\F DISABLED PARKING SIGNAGE STAMPED CONCRETE CONCRETE FINISHES LISTED ABOVE. POT w/ DRAINAGE & IRRIGATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2 VARIES 1 1 1 7 2 3 4 8"@ POOL FENCE 1 2 3 4 2 1 VARIES 4 3 4 2 3 1/2"R 6„ ap LL 2 0 1 5 5 _° ZZ o lLw - - - - - rN CV 0 - LO 0 . O. `1 w Q _ .a WATERPROOF EXPANSION JOINT COLD JOINT O 5 N . .... . ... . ZZ 1 \ \ \\• 0LLJ CD 5 2 �•R, > C\I < CY) \` ,,: - ti 1 6 5 ` 5 - 5 � , HJ co z a LEGEND: LEGEND: v � 5 1/4" 5 0 W r v8' . 3 0 lu W 0 o LEGEND: _ n Q J 1 CONCRETE PAVING WITH 1/2"RADIUS @ EDGES.SEE CONSTRUCTION PLAN FOR FINISHES AND LOCATIONS. 0 ADJACENT PAVING OR CONCRETE GUTTER PER CIVIL ENGINEER'S PLANS. SAWCUT SCORE JOINT DEEP SCORE JOINT MM iO POURED NATURAL COLOR CONCRETE MOW STRIP WITH FINE BRUSH FINISH. y (n Lo U 2 CONCRETE BAND WITH SCORE JOINTS @ 4'-0"O.C.MAX. 1/2"RADIUS EXPOSED EDGES. U2 INTEGRAL COLOR CONCRETE w/ACID ETCH FINISH SEE PLAN FOR LOCATION. PROVIDE W N PROVIDE#3 CONTINUOUS REBAR SET AT MID-DEPTH. REFER TO CONSTRUCTION PLAN FOR 1/2"RADIUS AT EDGES.PROVIDE SCORE JOINTS @ 4'O.C.MAX.BATTER SIDE ADJACENT TO A.C. 5 CONCRETE FINISH AND LOCATION. O2 CONTRACTOR SHALL INSTALL#3 REBAR AND 1/2"DOWEL ROD SLEEVES AT EACH COLD JOINT 00 w 03 80mm INTERLOCKING CONCRETE PAVERS. SEE CONSTRUCTION LEGEND FOR TYPE, PATTERN AND COLOR. AND PLACE AT A MINIMUM OF 3"FROM TOP } 00 Z AND SIDES CONCRETE SURFACE. LEGEND: Q � 3 1/2"THICK FULL DEPTH POLYFOAM EXPANSION JOINT WITH THIOKOL BEAD @TOP. elf n COLOR TO MATCH ADJACENT CONCRETE. 4 1"THICK SAND LEVELING BED. O3 1/2"BULLNOSE(TYPICAL). O CONCRETE PAVING. LEGEND: CD Ir O COLD JOINTS BETWEEN CONCRETE FIELD AND BANDING. COMPACTED SUBGRADE PER STRUCTURAL SOIL ENGINEER'S REPORT. O4 FINISH GRADE. O2 1/2"TOOLED RADIUS. 1O LID WITH CONNECTION TO INSIDE OF RECEPTACLE. 05 12"LONG#3 REBAR DOWEL SET AT MID-DEPTH @ 24"o.c.SLEEVE ONE SIDE ONLY. © COMPACTED SUBGRADE MATERIAL,MATERIAL TYPE AND THICKNESS PER SOIL ENGINEER'S 2 PRECAST CONCRETE TRASH RECEPTACLE w/LINER PER CONSTRUCTION PLAN.REPORT(6"MIN.) O 90%COMPACTED SUB-GRADE. O WATERPROOF SEALANT,COLOR TO MATCH PAVING. O 7 06 COMPACTED SUBGRADE AND BASE PER SOILS ENGINEER'S REPORT. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. 3 CONTRACTOR TO EPDXY TRASH RECEPTACLE TO CONCRETE SLAB. F 07 #5 REBAR SET AT MID-DEPTH OF BAND(CONTINUOUS). NOTES: O O4 1/2"POLY FOAM EXPANSION JOINT w/TEAR-AWAY 4O CONCRETE SURFACE PER CONSTRUCTION PLAN. OA INSTALL CONTROL JOINTS @ 8'-0"O.C.MAX.SPACING AND AT ALL END TOP,SEE SPECS. lu NOTE: SEE BID ALTERNATE NOTE ON SHEETS L-2-7 FOR PAVER LOCATIONS. OF CURB RETURNS.DIMENSIONS ARE FOR REFERENCE ONLY SOILS REPORT RECOMMENDATIONS SUPERCEDE THOSE 05 COMPACTED SUB GRADE PER SOILS REPORT. O COMPACTED SUBGRADE. LISTED ABOVE. © CONTRACTOR TO DEPRESS MOWSTRIP LOCATED ALONG FLOWLINES NOTE: FOR POSITIVE DRAINAGE.SEE ENGINEER'S PLANS FOR DIMENSIONS ARE FOR REFERENCE ONLY-SOILS REPORT RECOMMENDATIONS SUPERCEDE THOSE ADDITIONAL INFORMATION. LISTED ABOVE. DOWELING @ SEPARATE POURS CONCRETE PAVERS WITH BANDING CONCRETE MOWSTRIP EXPANSION/SCORE JOINTS TRASH RECEPTACLE SCALE: N.T.S. SCALE: N.T.S. (BID ALTERNATE) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 8'-0"MAX. POP 6 ; E EQ 111 +30 SQ. EQ EQ EQ .01 LEGEND: Y 2 1 PRECAST CONCRETE PIAATER CAP#PG18-22-P3.5 � LEGEND: N� I I BY SCPC.(760)398-1515.OR EQUAL. w w M 22 SQ 1 1O DECORATIVE PILASTER WITH LEDGERSTONE VENEER.AND PRECAST CAP. SEE DETAIL J,THIS � 1 1 02 8"x 8"x 16"PRECISION BLOCK.KEY IN FIRST COURSE INTO 1"TYP SEE PLAN SHEET FOR SPECIFICATIONS. z FOOTING. FILL CELLS SOLID.STEP BACK AND CUT BLOCK AS 2 g J Z o 3 NECESSARY FOR TAPER. o 1„ 3'0" O2 6'-0"HIGH TUBULAR STEELBLOCK COMBINATION WALL.SEE DETAILS A, B&C,SHEET L-19 FOR w o 3 SPECS. � 2 O 3O (4)#4 VERTICAL REBAR.ONE BAR AT EA.CORNER. 12„ I I 0 F 4 3 1 I 10 13 4 12 1 2 O3 6'-0"HIGH TUBULAR STEEL FENCE.SEE DETAIL M,THIS SHEET FOR SPECIFICATIONS. o 0 I 3 4U #3 LATERAL TIES @ 24"o.c. 2 - ■ ¢ t'J4 3'0"WIDE SELF CLOSING AND SELF LATCHING TUBULAR STEEL GATE WITH KEYED ACCESS, ■ " • O 1/2"POLYFOAM EXPANSION JOINT w/TEAR-AWAY TOP WHEREVER o � � �� - 1:12BATTER �., PANIC HARDWARE AND PNEUMATIC CLOSER ON INSIDE.GATE FRAME OF 2"SQ. 12 GUAGE '< 4Q w PAVING ABUTS WITH PILASTER. - - s,;a - - 6 "' TUBULAR STEEL w/MITERED CORNERS,WELDED AND GROUND SMOOTH.3/4"SQ. 16 GUAGE g 8 PICKETS @ 4"o.c.MAX. _ 7 :� '- J� O #4 DOWELS @ EA.VERTICAL BAR. (ONE EA.CORNER). 7 � - - _ Q5 12"DIAMETER X 30"DEEP CONCRETE FOOTING. 2 -'- �w 07 ADJACENT FENCE PER PLAN.REFER TO CONSTRUCTION PLANS \` < FOR LOCATIONS AND MATERIALS. 4 © ADJACENT CONCRETE PAVING.SEE CONSTRUCTION ENLARGEMENT PLAN FOR LOCATION AND 4 •. ■e ¢¢ LEGEND: FINISHES,SHEET L-14. 5 2 8 3 7 0 o O$ STONE VENEER"MESQUITE,CLIFFSTONE", BY ELDORADO STONE,8 '■ 1� PRECAST CONCRETE PILASTER CAP#PC-18-30-P3.5 �, o - 9=1 : ■- 7 AVAILABLE THROUGH RCP BLOCK(800)794-3018 M w >I'll Q7 8"WIDE CONCRETE MOWSTRIP ALONG LENGTH OF FENCE, ENCLOSING POOL AREA w/2"MAX. „ Uj BY SCPC.(760)398-1515.OR EQUAL. � _ _ 12"DEEP x 40"SQ.CONCRETE FOOTING w/#4 HORIZONTAL REBAR ? GAP TO BOTTOM RAIL.SEE DETAIL G,THIS SHEET.REFER TO SHEET L-14 FOR LOCATIONS. LEGEND: NOTES: 12 i� 't 5 11 @ 18"o.c. EA.WAY.CONCRETE MINIMUM 2500 PSI. Q 8"x 8"x 16"PRECISION MASONRY BLOCK.GROUT CELLS SOLID. w z OC) ADJUST BLOCK TO MAINTAIN 1:12 BATTER.24"SQ. @ TOP COURSE. w 1/2"PO O 2"SO.12 GA.TUBULAR STEEL FENCE POST @ V-0"o.c. A�ALL METAL TO HAVE ONE COAT PRIMER&TWO _,;- - --,, - LY FOAM EXPANSION JOINT w/TEAR AWAY TOP.SEE DETAIL HIS SHEET. 1:12 BATTER =_ i;- 10 COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT. 90/o COMPACTED SUBGRADE GA.TUBULAR STEEL FENCE TO BOTTOM RAILS AND VERTICAL RAILS ADJACENT RAZES PIAllA#712 PAINT.COLOR TO BE COATS GLOSS ENAMEL 2 (3)1 1/2"x 2"-12 P B F " ■ : - 3Q #3 VERTICAL REBAR. EXTEND INTO FOOTING AND BEND. "' O9 ° CO O TO PILASTERS. ADJACENT PAVING OR FINISH GRADE.SEE CONSTRUCTION O ALL POOL FENCING SHALL MEET CALIFORNIA PLANS FOR LOCATIONS AND FINISHES. ® STONE VENEER PER DETAIL J,THIS SHEET. `D 10 16 GA. PERFORATED STEEL MESH w/FRAME WELDED TO POOL SIDE OF TUBULAR STEEL FRAME. O 3/4"SQ. GA.TUBULAR STEEL FENCE PICKETS @ 41/2"O.C.MAX.(4"MAX.OPENING ALLOWED BY BUILDING CODE TITLE 24,CHAPTER 31B AND BE O CODE.) SUBMITTED BY FOR APPROVAL BONTRACTOR WITH POOLY GOVERNING AGENCY.PLANS 11 16 GA.SOLID STEEL PLATE ON POOL SIDE OF GATE. O 12"DIA.x 24"DEEP CONCRETE FOOTING. / 9 - -- _=■-" �-�- - -- ' - � -- � r' 5O CONCRETE PILASTER FOOTING. 7 8 9 6 2 CO MINIMUM F(c)=2500 psi U.N.O. © #4 HORIZONTAL REBAR. 12 KEYED LOCKSET WELDED INTO GATE FRAME.SET CENTER @ 40"ABOVE FINISH SURFACE. 5O COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT.MIN.90%. OD CONNECTIONS SHALL BE CONTINUOUSLY 28"AT PERIMETER 0 FINISH GRADE. 13 2"DIA.BALL CAP @ GATE POSTS. PAINT TO MATCH GATE/FENCING.MODEL#5320,AVAILABLE O ADJACENT STONE VENEER PILASTER PER PLAN. WELDED. RECF'�v FROM JULIUS BLUM,TEL.(800)526-6293.OR EQUAL. (D 8"WIDE MOWSTRIP UNDER BOTTOM RAIL @ POOL FENCE.SEE DETAIL G,THIS SHEET. O GIND ALL WELDS SMOOTH. 10 90%COMPACTED SUBGRADE. O 2"SO.12 GA.TUBULAR STEEL FALSE FENCE POST @ 6.0"o.c.,CENTER IN BETWEEN FENCE POST. O ALL EXPOSED END OF TUBING SHALL BE WELDED JUL 18 ? C6 40" AT POOL NOTE: 44"AT PERIMETER PLUGGED.1/8"CAP PLT. NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE 1.ALL METAL TO HAVE ONE COAT PRIMER&TWO COATS GLOSS ENAMEL PAINT.COLOR TO BE O REMOVE ALL SLAG AND SPLATTER. STRUCTURAL DETAILS HERE. STRUCTURAL DETAILS HERE. FRAZEE"PIAZZA#712". NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE O SLOPE TOP OF CONCRETE COLLAR AWAY FROM 2. PILASTER ON BOTH SIDES OF GATE TO BE EQUAL HEIGHT. STRUCTURAL DETAILS SHOWN HERE. POST FOR POSITIVE DRAINAGE.DEEPEN FOOTING TYPICAL FENCE PILASTER 4'-0" PILASTER @ GUARD SHACK PEDESTRIAN GATE @ POOL TO ATTAIN MIN.DAYLIGHT DISTANCE. TUBULAR STEEL FENCE SCALE: 1/2" = 1'-0" SCALE: 1/4" = 1'4' SCALE: N.T.S. Aq SCALE: N.T.S. , 020'WIDE 3"SQ. 12 GA.TUBULAR STEEL GATE FRAME. REFER TO FENCE DETAIL M,THIS SHEET. 2O. 4"SO. 12 GA.TUBULAR STEEL HINGE SUPPORT POST (RECESSED INTO STONE VENEER) SET IN 18"SQ.x 48" 8 6'-4" 1'-4" I EGENDO DEEP CONCRETE FOOTING. 3 2 1 _.- 3 1 9 A 5 15 5 16O STONE VENEER PER DETAIL J,THIS SHEET. 3O. PILASTER.SEE DETAIL J,THIS SHEET. 4 1 � f ' 4 6 - 5 O2 ELITE CONTROL PANEL"ICON26 HT 250"w/TRIM PLATE AND POSTAL LOCK AVAILABLE THRU STEVE JOHNSON, 4O. ADJACENT CONCRETE CURB. _ M AUTOMATED GATE SERVICE ( 5 ) 89 9330 . A - - - - - - - - - - -- - - - - 2" 1 S 91 6 5. PIN LOCK WITH OC KNOX PADLOCK. OC INSTALL PERMANUFACTURER'S RECOMMEND RECOMMENDATIONS. R C00 DINATIE O - Q ca _ 7 " N - - E E A C SS RY POWER/0 DATA CONDUIT U T PRIOR T DRIVEWAY v 3 24 x ILL 0 SWAY I 36 ILLUMINATED INSTALLATION. - ED PLEXI LATI N. GLA I 0 SS SITE MAP. � ! N 7 O COORDINATE MAP GRAPHICS WITH OWNER. CONTRACTOR 2 9 `� 5 T aO 4 TO PROVIDE FLUORESCENT BACK LIGHTS WITH PHOTO SWITCH. PLAN VIEW 6 6. ELITE AUTOMATED GATE MOTOR MODEL#SL-3000-UL-DM(1-PER GATE)TO BE INSTALLED ON CONCRETE PAD ;.: � 10 (SIZE PER MANUFACTURER'S SPECIFICATIONS).CONTRACTOR TO PROVIDE 1 DC1000 BATTERY BACKUP AT 10 20" 7 �8" 2' " 8" �---� 04 2"SO.TUBULAR STEEL TRIM. PAINT TO BE FRAZEE PIAZZA#712. ( ) LEGEND: :'a' - 4 3 9 _ „ EACH GATE OPENER TO OPEN GATES UPON POWER FAILURE.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. _ _ O GATE. r AVAILABLE FROM AUTOMATED GATE SERVICES,PH#(888)428 3711.ALLOW 4 6 WEEKS LEAD TIME.COORDINATE r O 16 WIDE x 3 HIGH POURED-IN-PLACE CONCRETE CAP w/1/2 RADIUS BULLNOSE EDGES.NAT.COLOR,ACID ETCH. LOCATION OF REQUIRED CONDUIT AND SERVICE LOOPS PRIOR TO DRIVEWAY INSTALLATION. 20'0"EACH GATELo 8 6 4 11 1 10 2O GATE DRIVE CHAIN. 3 - - - O 1,'-4"WIDE POURED-IN-PLACE CONCRETE BASE w/1l2"RADIUS @ALL EDGES.ACID ETCH FINISH. KEY INTO FOOTING. ! 2 , . . ELEVATION N 2 , 7. EMERGENCY KNOX BOX/KNOX FIRE ACCESS KEY SWITCH TO MEET CITY OF PALM DESERT FIRE DEPARTMENT - - 4 � � e 3O"V"TRACK CONCRETE RIBBON TO EXTEND FULL LENGTH OF GATE 7 07 8"x 8"x 16"CONCRETE BLOCK. FIRE PROTECTION STANDARDS. COORDINATE FINAL LOCATIONS WITH FIRE DEPARTMENT. ELEVATION � 4�� OPENING AND CLOSING. REFER TO ENLARGED SECTION. L p 12 MPH/JJ M 8. NON MARRING NEOPRENE GUIDE WHEELS ON 3"SQ.TUBULAR STEEL POST. 11 MIN _ �_ 12 OS 4 X 8 X 16 CONCRETE BLOCK. O DRIVE CHAIN CONNECTION TO STEEL PLATE ON GATE FRAME 1'4" = _ 9OBREAK IN CONCRETE CURB FOR SLIDING GATE TO PASS THROUGH. 2 3 5 PER MANUFACTURER'S RECOMMENDATIONS. o e 0 9 #4 REBAR HORIZONTAL CONTINUOUS, EVERY OTHER COURSE. o 10.4"FLATSTOCK w/1/4"HEAVY GUAGE ANGLE IRON(1 1/4"HEIGHT MAX)WELDED TO TOP AND ANCHORED TO 13 10 7 (KNOX BOX AND KEY SWITCH +-, all O CONCRETE RIBBON AND CONCRETE GUTTER w/5/16 RED HEAD BOLTS @ 18"o.c.PROVIDE CONCRETE TRACK I 10 5O 4"FLATSTOCK w/1/4"HEAVY GAGE ANGLE IRON(1 1/4"HEIGHT MAX) `'' �- ACROSS ENTIRE GATE PATH OF TRAVEL. WELDED TO TOP AND ANCHORED TO CONCRETE RIBBON AND CONCRETE 6 f; - 10 #4 REBAR VERTICAL AT 24"O.C. GROUT ALL CELLS SOLID. O ( ) GUTTER ACROSS RED HEAD BOLTS @ 18"o.c.PROVIDE CONCRETE"V" 11 = ' 11 (3)1"PVC CONDUIT AND SWEEP ELLS FOR POWER TO LIGHT AND POWER AND PHONE CABLE TO CALLBOX. J RC 13 N 11. 4"SOLID STEEL POWER WHEEL, 4 PER PANEL. TRACK ACROSS ENTIRE PATH OF TRAVEL. 14 _ INSTALL PER CODE. 6. GATE MOTOR-"ELITE"MODEL SL3000-UL-DM 1 PER GATE). -v . 12 9 PLAN °� 0 ( ) , , ELEVATION *- ' . �. N 12 FINISH GRADE. 3 12. 18"WIDE OPENING w/6" CONCRETE CURB AROUND GATE PATH OF TRAVEL.REFER TO CONSTRUCTION 3 ` ENLARGEMENT FOR LENGTH. a O7. CONCRETE FOOTING(SIZE AS REQUIRED BY MANUFACTURER'S 12 r1 n R 6 RECOMMENDATIONS).ATTACH GATE MOTOR TO FOOTING WITH 4, 1/2" 11 13 90%COMPACTED SUBGRADE. 7/1 1/O6 R 13. CONCRETE GUTTER.SLOPE TO DRAIN INTO VEHICULAR DRIVE @ 0.5%MIN. DIA.X 3-1/2"REDHEAD BOLTS. REFER TO MANUFACTURER'S 13 INSTALLATION BOOKLET FOR DETAILED GATE MOTOR :a 2411 INSTALLATION PROCEDURES. '. �';,::•:::��. •' 14 CONCRETE FOOTING-SIZE AS SHOWN. CONTENTS OF SITE MAP TO BE REVIEWED AND APPROVED o: 8O ADJACENT PILASTER AND PERIMETER FENCING. BY FIRE CONSTRUCTION SERVICES PRIOR TO ORDERING AND SECTION 15 TOMAR'KNOX EMERGENCEY ACCESS SWITCH AND MANUAL OVERRIDE IN ACCORDANCE WITH CITY OF PALM 9O GATE GUIDE POST. SET IN 18"SQ.x 48"DEEP FOOTING OR PER 12 INSTALLATION. DESERT FIRE/POLICE DEPARTMENT STANDARDS.COORDINATE FINAL LOCATIONS WITH FIRE DEPARTMENT. AS NOTED cv o °. °. 16 EMERGENCY KNOX BOX FOR EMERGENCY ACCESS KEY. NOTE: MANUFACTURER'S RECOMMENDATIONS. ENLARGED SECTION O •C C "- ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG&SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH(1)COAT ZINC 10.ROLLER BRACKET.MOUNT PER MANUFACTURERS RECOMMENDATIONS. CHROMATE PRIMER AND WITH(2)COATS PAINT(COLOR PER DETAIL M,THIS SHEET). 18" O ,_„� < REFER TO MANUFACTURER'S RECOMENDATIONS FOR FINAL INSTALLATION OF GATE MOTOR. 11. 18"O x 4'DEEP CONCRETE FOOTING FOR POSTS NOTE. 0264 -' CONTRACTOR TO PROVIDE ELECTRICAL SUPPLY(120V)AND TO WIRE SAFETY LOOP AND EXIT LOOP A CONTRACTOR T CONNECTIONS LOCATED PER MANUFACTURER'S RECOMMENDATIONS. s CONCRETE GUTTER 12. 4"SOLID STEEL POWER WHEEL,(4)PER PANEL.. O 0 O COORDINATE MONUMENT w/GATE AND PHONE CONTRACTORS. SLIDING DRIVEWAY GATE SLIDING DRIVEWAY GATE O METAL FINISH PER DETAIL M,THIS SHEET. W CALL BOX/DIRECTORY MONUMENT =a L- 1 5 SCALE: 1/4" = 1'-0" SCALE: N.T.S. SCALE: N.T.S. L O 15 OF 42 SHTS. Q I� �LsGswo +16" 12,HIGH CONTINUOUS SLOPE w/RAMP 41 POURED-IN PLACE CONCRETE CAP wx1x2"nOw ALL SIDES. | - wxronALoOLOR.xCmsTC*p|w|aH. , �el o'xm^x/o^PRECISION MASONRY BLOCK,FILL ALL CELLS SOLID. 12-0' -- | -- CONTRACTOR T0 BEVEL CUT TOP Op BLOCKS T0 MATCH RADII. USE o^x8"xo^FOR TIGHT RADII. T T \ *�nsamn�0n��oownwuOou �}P�Csa� � LEGEND-0 / 4^ GA. »wnsuAnvsnr.@x*^O�C� rvp BEND BOTTOM (�} ml��� Tuouu\nGrss�pOSTpOPG«rc�p|uvwCOwC� |m ALTERNATE o|nscT|O��. /�\ o''11^�msr000��nuTss�G�TcPxws� c� . 10 V 11�ruu�p�����sx��0w�|wr �� ' ±12" /�\ �D�CswTC0NCRsTswALK�xYOPp|N|G*8n�DEPsn 77, "'�"'�'"°�cn� r*x'' /vm^/�n'�w��� | cu LOCK TOBE SUPPLIED 8Y AGENCY RESPONSIBLE `�^ @ CONSTRUCTION PLANS. FOR MAINTENANCE. L_� \ ~_. . .. � FINISH GRADE PER CIVIL ENGINEER'S PLANS. 6 � � GA.TUBULAR P.A. � �- CONTINUOUS CONCRETE FOOTING. w/CORNERS MITERED,WELDED,&GROUND SMOOTH._-T / / PLANVlEVV / -GRADE. 5/8"sq.16 GA.TUBULAR STEEL FENCE PICKETS / /,�� 2 ) 1 MAX 90%COMPACTED SUB @ 4"O.C.MAX.TYPICAL(4" ~~'OPENING ' \ �� ^~-/ ' THOROSEAL WATERPROOF BARRIER ALONG BACK OF BLOCK,OR�u� ' � � �� �� � �� � P E � - ' ` ^~ `~ ^^ GRAVEL.G 4"DIA.PERFORATED PIPE.SURROUND w/3/4"CRUSHED /7l �� ��OR DROP CANE BOLT. �������� +30" FROM POOL DECK -� ( 0 �� �� �� I T p� y� ^� | | [� �c z 3 STONE VENEER PER DETAIL J,SHEET L-15. (D 36"DEEP x 12"sq.CONCRETE FOOTING. FOOTING LEGEND_ SITE PLANNING �s�swo� (� ) o«o:epncC|8x]wa�oC�GnoUrC���oGOuo�urOm�v�w�snrOm�TC��o��C�wTosxTvvx�� - 1O221+uTrodemorkG�om*� ~~ � � /7� P|pCONCRETs0�pwv1��nuo|u�NATUn��COL0R /�\ 12^Vwo�pOUR�o-w�PLAC�w�TUn��COLOnSm0OT��m|SHC�p 1x�Rxo0SONCOnNERG 2"BUTT HINGES,3 PLACES. WELD TO FRAME. RanohoOucomonga. �� S173O �00 w NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE _ � � , �� � � � D90Eg484-2800 10 STRUCTURAL DETAILS SHOWN HERE. �^ AC|DETCH��SH� #*REBARVERT @/3m"noTYPAND#^REBARHOR[� CONT|NUOUS E��U�]DN Fax [8O8] 484-28O2 ~-' ' x�/ � � � � � " C\j12" � �x�x1�C�n�pnsC|S|�B�mGF�Cs� � 1�x1�C�Cns���|wG /ouu � ooLmWHERE�EsLOCCURS.USE u^x�x�FOR na*T [n���»m�c�m�auu/ux�cunsaxrspxms� �� � ��/ \ / \�~/ ��� \ J RADII. _ *^m�na�,,o -4111111. mmwTsmAwCsACCESS ROAD PER Cm|LENGINEER'S w�TwsG0�COmpxCTcoToeom m|w� mv��c�w��a STONEVENEERPERDETA|LJ.SHEETL'15� co 10 DRA�|NGS� AppROyEDNATUqALGASL|NECONNESTEDTO8URNER�(CONTRACT0RTOCOORD|NATE) LEG���� ^~",,r T%�L/c�� 18B4 /�\lit #8RE8ARHOR|Z�C0NT|NUOUS(2}PLACE8� �� `^ /�� 18"H|GHF|REP|T SEE TH|8GHGET�^ /�� ^�� ' co NOTEa [r� o-1xu^T�|ox�xY�nOFC0mCncTs \�/ � ' ' �� xonso�nvsnT �ue^oC prp) \�] \�� /�\ �� � � � � o''�xv�nO�v�nw|Cuurc|mSu��T0mOmoOmCncrsGonp�oc 18"H|GH8EATVVALLTO8ELEVELSEEDET4|LGA B &� TH|GSHEET ^ x�/ � \�/ � . . . ' `'' (o> 1urpOc/p0A�sxp�wS0N��wTw/�JExes�o� /�\ �''��vERO��xvAR0CnCONCsxuNGeUnmER " _ � �B 12 HIGH SLOPE WITH p|w|a�Gn�usmonr�Ss �^ � ' � �r� /��1/u^T�/CnPO�v'r0*msxpANG0mJ0mrwx��T�xo��o \�' . " y�1vlp CONTINUOUS CONCRETE FOOTING. ncmOrsoxaCOC�*vn��Ov�o��K�v|mvv���Fxc�� \�/ 5'8 H|GHp|LASTER�GEE�ET�|LJ.8HEETL1�' /9\ oomC0mp�oTsoSuo'onxos /5� STAIRS.SEE TH|�8H2GT . x� � U� LOG GRATE AND BURNER wx RADIANT HEAT GAS LOG STACK.GAS LOG wOCL'n*AND BURNER \�/ � ' ' H� (u)xmC0mT|woouSnso�n|wC*p #OCBE-34 BY RH PETERSON REAL FYRE.AVAILABLE THROUGH THOMPSON BUILDING MATERIALS v� � (ooe)oao-0000. CONCRETE PAVING.SEE SHEET L14.CONSTRUCTION PLANS FOR LOCAT0NGAND FINISHES. 8V �� �oxxosmTnm|a�Sun��os /�� "I Date � BUILDING COLUMN PER ARCH/TECT'SPLANS. 14 ~ \2/ HANDRAIL(3)�SEE DETAIL L.THIS SHEET. / - ~ `- \ RETAINING/SEAT WALL SEATWALL w/ STONE VENEER TUBULAR STEEL DOUBLE GATE FIRE PIT STAIR AND RAMP CHEEK WALL °^^,`L^-. .". . ."� 1 1137711 ��L'/fL/�� N.T.S. ����J\���� �� T �� ���������� �� T �� . � . . . � � . ��[��`���� �" = ��._�" CID F-1�n�. � - ..-. _.^......~~~. .~...~ ~ � BROOKS PRODUCTS INC.(OR sOox� UJI ����m�om � ~~~. 6 co - | | �� T--- ' ^~ ^~ � _� ~^ co. UU �-� | ~~, ~ v�� _^ �� ` / f / .� \ wr � /�� �� c� �y ' ' / � ��' ' / N0N �f� -- mw� ^'� �� -- 4� �l �� 2� �� ^�. ��- �� �� UJ �� LEGEND- ` `'' �,� �m �� w ADJACENT SEE SHEET ' NNN `~~ [] -- � . �Y �� ^ mw� ��� �� � /T� 8''8"H|GHP|LASTER�SEEDET�|LJ.8H5ETL'15� L'1� �� �� �--FENCE. ----- ''-- ---� ^ | -~~ � �� ��^ K�� U� _ °� _ 8O��CO�PACTEDGUBGRADE A0 SELF-CLOSING � �� � � Ls{�E«o� o^ � ^` �0 � ��' ��� �� 3'VV0E TUBULAR STEEL GATE GATE FRAME OF2"GQ 12 SELF-LATCHING LOCK VV|THEXIT PANIC BAR ATPOOL O m|w '^ ' (»\ ���� - �~ _ GUAGE TUBULAR STEEL wyM|-ERED CORNERS VVELD'D ~�' ENTRY.PANIC BAR MODEL VON DURp|N#83377'1OLOCK ou�oenp�R�OmGrnUCrOwp��m�ncosGG�T�c*@T1mOpoOu�o�n'G -- | ' N �m� ��UJ AND GROUND SMOOTH B8"S^ 18GUAGEp|CKETS � MODELGCHLAGERHOOES#83122VV|THLOCKB'- ° LEGEND: DEPTH^`'~~~~'"^~"�""�"",,'`� "w �� @)4"o.u.MAX. �� #83110'10 AVA/LABLETHROUGHBFC(QO8)35O'~~^ ' ' «o��CcmTGT«sm�soosoO�POS�oGnxw|T�� GssCOw8TnuCT|omp�«m� ������ ` /7\ PLAYVVORLO SYSTEMS DELUXE /�) eon,COmp�oT�oGuaa Gn�w|Ts oOu�osn 8|z�P�nP��w euRv�mO�TDr��o�pT� ssuO 0c 12"D|AX24"DEEpCONCRETEFOOT|NGFORGATEpOSTG ��\ 23/1G"O|A CAST IRON BALL CAP MODEL#533OAVAILABLE u� PARK GR|LLMODEL NO 1451 �v n�os� �x ' � vvF|w|8�Gn�os�GS�ovvw� � � � ~~ FROM JUL'UGBLU� TEL (8OO)52H'G883 OR -UAL PAINT AVAILABLE FROM r|m|8�Gn�msums . . � � EQUAL. . " G `� ADJACENT CONCRETE PAVING VVALKVVAY.SEE T0 MATCH GATE. ASSOCIATES,TEL�OO>8GQ�S89. �� o^T�|Cnm|m|�u�acoO�w�TCOwCncTs�DReOumo�n T|so0u�osn�Dor|mGTDw�����OTm� ��sm� -- CONSTRUCTION PLANS FOR LOCAT0NSAND F|N|SHES �x � FOOTING. ~=' � ��\ x�/ 84GUAGEx302"LARGEHOLEx3MR'GTAGGEREDCENTER. CONCRETE PAVING,SEE CONSTRUCTION �� ADJACENT 1o^es^n�m���8�sosT�|��.T*|�G*ssr /T\pxnmwGSn} LOCATION (8� FINISH PERFORATED - PLAN. -- ^~ � ' 8Q�E7 um^nsa�nn0o �0 � PRIVATE SIDE OF GATE FRAME AND ADJACENT PANELS AS ���� y�\ 18"H|GH'18GA�SOL|OSTEELK/CKPLATE�VVELDTOGATE GHOVVN�AVA|LABLETHROUGHB��(8O8)350'gO4O� 1 8"LONG#3REBAR. CONTRACTOR LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOC«T0mGpnmnTO|mST«LLAr0m "---� /�\�n'�wC�0n|wo*o�eG - FRAME. ' - REQUIRED TO COmTq�CTOnmDTTOSCn�TC*ORGOUG�sOu�osnSoun|mG|wST����r0m � �^ . . � /�� REBARTOBEINSTALLED. `z�ACPAVING i8) 3"SQ.'12 GA.GATE POST.CANTILEVER T.S. 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INSTALL �ANUFAOTURER' RECOMMENDATIONS. /�\ / » \ c� /�\ #4REBARAT1G" OTHVVAYS 'p~~ - � ~ '`�"^^ � \�/ C�NCRETEPATH8�TEPS.SEE CONGTHUCT0NPLANS FOR LOCAT0NS. \~�/ -� �� O.C.� � #GUS|L|{�A SAND |NF|LLDEPTHA8REC�OK4�WE�DEDBYyWANUFA(�TURER� 1/2"VV|DEFULL'DEPTHEXPANG0NJO|NT EXTEND RE8AR8"INTO CONCRETESLABTOFOR�CONNECT|NGDOVVEL \�/� � � � / � \ .~ CB LAYER OF PLASTER SAND FOR FINAL PER K�ANUF RECOMMENDATIONS. z ���� v�---�r QO�&�O�PACTEDSUBG�ADE �CHEEKVVALL� 18"H|GHATFA�/LYSPA� 1�"H|GHATGTA|RSANDADULTPOOLSEE�ET�|LBA@B.TH|S�HEET LB3EN�� ��/ ' � ( 1 ) ' 3" LAYEROF1/4" K4|NUS <�RU8HEDR(][�� BA8E QO94COMPACTION. FOR CONSTRUCT0NDETA|LS � 1. CONCRETE STAIRS'SEE DETAIL M.THIS 8HEET CONCRETE�N|SHSURFACE. SEE GRADING AND CONSTRUCTION PLANS FOR L0CAT0N8 ' / /�� NATIVE SOIL. BASE. � ADJACENTCONCRETE PAVING.SEE CONSTRUCTION PLANS FOR LOCATIONS AND FINISHES. AND FINISHES. � »J ` ` ` "^ ^ ^ ` ` `�, \�� � �*�~~ FINISHED 2. 11/2"ROUND STEEL HANDRA|L PAINT VV|TH1 COAT OF PRIMER&2 COATS OF /�� CONCRETE SEE 1/8"�C4"3OOO SERIES OE{�(]'GREENALUPW|NUN1EO<3|N(3AVAILABLE THR(]U(�H � � � ENAMELCOLOR TO8EFRAZEE"PIAZZA#712" �� ' � � �� {�URVE'R|TE. �8O3GG-2878. STAKE EVER 38"n.o. INSTALL PER K4ANUFA��TURER'S ���" RE{�(]K�K8E�OAT|C�NS 3. GRIND SMOOTH ALL VVELDSAND CORNERS. NOTE' . " 4 CONCRETE FOOTING. 6 ALUMINUM ��Up {�C]LF GREEN. K�[]OEL#8T 2000 AVAILABLE THROUGH THE VV|TTEK � � HANDRAILS REQU|REDFOR2ORMORER|SERS.SEEOETA|LLTH|G8HEECINSTALL CONTROL JOINTS @ O.C.MAX,SPACING AND AT ALL END GOLF SUPPLY CO., (8OO)8GQ-180O.��(�NTRACTOR ALLOVV4-G WEEKS FOR DELIVERY. �����~��vx*~~ 5. ROUND PVC ORGTYROFOAM SLEEVE'FILL WITH POR'ROCK AFTER SETTING HANDRAILCURB. ~ "m-���'^ CONTACT LANDSCAPE ARCHITECT FOR FINAL MANUFACTURER AND JUL � � ��z ' CONTACT INFORMATION. � v w ��uw STAIR AND RAMP CHEEK WALL HANDRAIL DETAIL NON-SLIP CONCRETE STEPS RUBBER SURFACING @ TOT-LOT SYNTHETIC PUTTING GREEN AV to]01 . 12:1 MAX. T �~�°~- `���m�- ~^^' ^^^-' N.T.S. - 0"""v� C0 LEGEND:+ + (1 } PRECAST CONCRETE COLUMN CAP#PC'18'3O'F � ' 4�-�' - BYSCPC. (780)398'1515.OR EQUAL' WATER LINE � ^ �x18"x�PREC�0N MASONRY BLOCK.GROU CELLS SOLID. 1 GROOVING DETAIL ( � ) ( 8 ) / 1 ) ( G ) ^~ ADJUST BLOCK TOMA|NT�N 112BATTER - � ( S } ~~~^^ N.T.S. /�� ' rLAmvuEm \�/ (�#4VERTK�ALRE8AR. EXTEND INTO FOOTING AND BEND. 112BATTER |DES21"' ALIGN TO PILASTER. ALIGN TO - | DE HINGE SIDE LEGEND: \�/ STONE VENEER ELDORADO STONE, 3� 1/2"WIDE BORDER CONCRETE RAMP w/G"VNDE CHEEK CURB AND VVARN|NG GROOVES. *»mL»uLE |HMUUbM RCP ULUCKQOO�04�O18 --' CID ADJACENT STREET SURFACE PER CIVIL ENGINEER'S PLANS. CONCRETEP|LAGTERFOOT|NG� 8"VV|DE CONCRETE CHEEK CURB wY1/2"RAD.BULLNO8E O" (8) #4 HORIZONTAL REBAR. SPA SIDE ` | EDGE AJTOP(2S|DES). POUR MONOUTH|CALLYw/RAMP. /�� FINISH K�[��� � ^�� __--_--� � MPH ' � LEGEND: /�\ ADJACENT /�\ 8 `�~ � ` 0O��CO�PACTEDSUBGRADE �� /��� CONSTRUCTION PLAN FOR LOCATIONS FINISHES. \�� � kU 4" TH|{�� N/\TURAL{�[)LC)RP�|�P� CON(�RETEPC]{�L& SpA (�[)p|N(�� ( 4 } (�\ `~ `~~ w�1" RADIUS BULLN[)GE EDGE AND ACID ETCH FINISH. /�\ #3 HORIZONTAL |N CURBING. PLAN VIEW ( 0 ) `�� LIGHT PER LIGHTING CONSULTANT.CONTRACTOR PLAQUE ENLARGEMENT � � ( u ) \ �� SCALE� 1/�"=1'-O" `�� TO ]���� 8 � `"`�/`�c. / = / -v ". .~� 1/2"THICK POLYFOAK� EXPANSION JO|NTw/PC�LYSULF|DE �� #3 HORIZONTAL REBAR /�� �f � ~~ J[)|NTSEALANT ORE(]UAL c/ � ADJACENT SEATVVALL SEE DETAILS B&K. � � THIS SHEET FOR MORE INFO. � (�\ FINISH GRADE LEGEND: A[�C�T��RE����. 8B�����ON ��N � � 9 ' FOR FINISH. y�\ 00��COMPACTED SUB��RADE /T� CONCRETE. REFERTO�ONSTRUCT|ONPLANFORF|N|GHEGANDLAYOUTLOCAT0N'�H�ET���THRUL14. 7/11/0�� _ 0 �*� p(�(]L SHELL ANO STRUC�TURAL REBAR PER PC)OL PLANG� /�\ VVARN|NGGR0OyESATTOpOFRA�p ^-^ /�\ PATIO VVALLAND PILASTER PER ARCHITECT'S PLANS� ,~~ v� � . LEGEND: � ko� EXTEND REBAR INTO BOND 8EAK4� NOTE: �u� /�\ � \��/ �«J NOTE: 3"T|LE <�OL[)RT�� BE "SAGE". AVAILABLE THROU<�H (�A|NEY -- /T\ DECORATIVE PILASTER VY|THLEDGER8TONE VENEER AND PRECAST CONCRETE CAp SEE ' u��� �J��-���[� ��ERA-|<�TILE. (909)593_3533.GROUT(�[)L(]R TO BE C�UGT(]W1 PRODUCTS, REFERT000NGTRUCT|ON PLAN FOR CONCRETE FINISHES. `�� 8HEETL,1�FOR�0RE|NFO� ' ' 2.CLRTO�EETADAREQU|RE�ENT - NOTED v�~ _ . � *_~ ANTIQUE WHITE. AVAILABLE THROUGH DAL TILE (7OO)-674-8O97 FINISH � /��� ' ' FOR REFERENCE ONLY.SEE CIVIL ENGINEER'S PLA7N /�� � ~ k /� PLASTER y�\ 12^GO BRONZE PLAQUE w/BUILDING NUM8ERCONTACTARCHITECT FOR UNIT NUMBER|NFO _ __ W -lu / PLACE�PLAOUEONONES0EOFP|LASTER0N'- PIN SET /l!����1 E U� ��{�K4PAC�TEO GUB{�RAOE PER SOIL REPORT. MIN. - PLAQUE. -�� � ^ SCALE: 1/4"=1'O" POOL COPING BOND BEAM RAMP WITH SCORELINES/CURB � @� 2'-0" SPA PILASTER w/ LIGHT MOTORCOURT PILASTER w/ ID ADA ACCESSIBLE GATE ENTRY SCALE: 1 1/'0x SCALE: AS SHOWN SCALE: N.T.S. ��[�A,���� 1��x �� 1/��n L- 1 6""°L^-' 1 10-° / �n 16 OF 42 SHTS � . �~ . REF. ¢ : :: 6 - - - - - - - - - - -U_ REF. (INFLECTION PT.F.O.C.) :� (INFLECTION PT. F.O.C.) "z ui LEGEND: LEGEND: Lu 1 r•r•r 1�INTEGRAL COLOR ACID ETCH CONCRETE w/SAWCUT JOINTS AS 1O INTEGRAL COLOR ACID ETCH CONCRETE w/SAWCUT JOINTS AS OwC J • ` 'Vrr5rr'w- SHOWN.SEE DETAILS C E AND H SHEET L-15. COLOR TO BE r r r•r•r•v ' • .,r ' ` r1+rY5rtirr " ° ' ' ' r rr:'r:r SHOWN.SEE DETAILS C, E,AND H,SHEET L-15. COLOR TO BE AUTUMN BEIGE BY L.M.SCOFIELD. AUTUMN BEIGE BY L.M.SCOFIELD. 2 ,• m 2O INTEGRAL COLOR RETARDANT FINISH CONCRETE w/SAWCUT _ 2 INTEGRAL COLOR RETARDANT FINISH CONCRETE w/SAWCUT 5 JOINTS AS SHOWN.SEE DETAILS C,E, AND H,SHEET L-15. COLOR TO O JOINTS AS SHOWN.SEE DETAILS C,E, AND H,SHEET L-15. COLOR TO ♦ ---<-::<.:.::::- BE SANTA FE TILE BY L.M.SCOFIELD. -• - BE"SANTA FE TILE"BY L.M.SCOFIELD. 30INTEGRAL COLOR STAMPED CONCRETE.STAMPED PATTERN TO BE 3O INTEGRAL COLOR STAMPED CONCRETE.STAMPED PATTERN TO BE ■ i " FM-3191 FE SLATE TEXTURE w/FEATHERED EDGE BY BRICKFORM. FM-3191 FE SLATE TEXTURE w/FEATHERED EDGE BY BRICKFORM. ,> PH#(800)483 9628 COLOR TO BE"SANTA FE TILE"BY L.M.SCOFIELD. PH#(800)483-9628 COLOR TO BE"SANTA FE TILE"BY L.M.SCOFIELD. SEE DETAIL B,SHEET L-15. L A N D S C A P E • SEE DETAIL B,SHEET L-15. r 4 1/2"THICK FULL DEPTH WATERPROOF EXPANSION JOINT. 4 1/2"THICK FULL DEPTH WATERPROOF EXPANSION JOINT. HITECTURE SEE DETAIL H SHEET L-15. SITE P 8'Typ : ; O SEE DETAIL H,SHEET L-15. PLANNING F a, 50 MONUMENT WALL.SEE DETAIL F,THIS SHEET. - ' 3 10221-A Trademark Street II 2 8'-411 - �.. 5'-1" - -\8 5 (909) 484-2800 15 F" Rancho Cucamonga, CA 91730 _ _ Fax (909) 484-2802 RAD PT : ,_ - i w pT, i o[ e°`e '°o Richard Krumwiede • • > 1 Luz CA Lic.#2834 0-RAD. PT a z AZ Lic.#29115 7 RAD. PT. "' w Z w¢ NV Lic.#446 CV LL U a_ boy„.a TX.Lic.# 1884 2 ti + oCG ii 3 1 w 7 4'-TYP R- D. PT. O BCR S C 5 25 3 TYP. 2 - Np A p r p F cc �. q c� m w�Ba 9Cy • , C) cP n ........ . . . . . . . . . ,: .RAD. P .is ;'' 2` 2' I II II I 1 11 ' I II I II 9dr Date RAD. PT.' s i --�' 7 1" 38 10 11" 8 5 19 1 19 1 Q o TYP cf� 7-!?-Ott � - - y. q F Fo tic -. a: STREET C.L. r Day.REF. P� o N' r. .� - REF. F �� ■ _ O - w` C A >_ LINE STREET C.L. - RAD • ' I 11 � 1 .PT. - - . .. :.: . . - - - - . . 8 ,:. ,. ,. . . . . - •-RAD.PT.` 52R , 25-2 R r2 i r- , n „ ECR Y 3 s 2 RAD. PT. CM < 1 Y P °3 .� T RAD. PT. I 1 8 R.VERIFY 3 2 RAD. PT.' N RAD.PT. 1 r ti ,. . . . . _,., �, J ..v. ,. .. .. -+ , v + , v .-- - �;11 -2 R I `II` >'R AD.PT. R��., A - .R V Q - . . . . - -. . M y 1 'r r, 2 o `� t: o , - "1 O , 0 N . . . . RAD. PT. .: + , , . . . . - ,.. 1 4, RAD.PT . 2 T YP X Ln LEE a _ G N c c, c,• r. „ I `\ 1. e• ,a . ., 2 I II I II 1 - , ,. ,, ., +, II � 1 I n � V 1 61 - 3 6 4� 5 1 - 9 1 2 10 - N 22 TY 30 P P 1 /• N �:•� INTE RAL \ G COLOR ACID T i 0 C ETCH N ,CO CRETE w/ � 3 - 3 0 Z T SAWCUT JOINTS AS SHOWN.SEE DETAILS C , 24-8 R.TYP E AND H SHEET L-15. COLOR T, -,,,>�,:,,. ._ :. . CO 0 0 BE AUTUMN BEIGE ,.. ; ;.e• ` RAD. PT. N . . . . .,- , . . . . - BY L.M.SCOFIELD. 450 ram. i , 1 \ TYP . . . . .. INTEGRAL COLOR RETARDANT FINISH CONCRETE +., .,, . . 1 � � � � 2WZ w/SAWCUT JOINTS AS SHOWN.SEE DETAILS C, E, W rr , .30'-9"R.TYP? r, V• AND H "SANTA SHEET L-15. COLOR TO BE S FE TILE11 ,,. 4 IJ ,n c :_ +•, + GUTTER BY L.M.SCOFIELD. •,�:� �: s - - - - - - .. - - W i 5 A Q J 3 INTEGRAL COLOR STAMPED CONCRETE.STAMPED -:RAD. PT.::: - - - � - m ` PATTERN TO BE FM-3191 FE SLATE TEXTURE w/ `" „ + Q 2 1 GUTTER Ul LO U 1 N FEATHERED EDGE"BY BRICKFORM. PH#(800)483-9628 "' 1 COLOR TO BE"SANTA FE TILE"BY L.M.SCOFIELD. bo 54'R SEE DETAIL B,SHEET L-15 } 0000 z I Q T / - - - OF EXPANSION 2 ®1/2"THICK FULL DEPTH WATERPROOF • a 1 JOINT.SEE DETAIL H,SHEET L-15. ' 1 - I 1 ' 1 5012 SQ.TRUNCATED DOME PAVERS IN RUNNING BOND GUTTER I _ _ PATTERN.COLOR TO BE CREAM AVAILABLE --- - - THROUGH ----- -------- ACKER STONE P 951 674 0047.SEE - DETAIL G,SHEET L-19. - - 1 r + __- - w . lu 6 H NAT CON RET - E BAND w/ ALIGN i 1 ECR SAWCUT JOINTS.SEE DETAILS C, E,&H,SHEET L-15. 7DSLIDING GATE WITH OPENER.SEE DETAIL N,&O. SHEET L-15. 3 NOTE: 1 CONTRACTOR SHALL PROVIDE#3 REBAR REINFORCEMENT PLACED 2'O.C.TO ALL VEHICULAR PAVED AREAS UNLESS OTHERWISE 1 ' ia8 12"HIGH WALL ENCLOSING BOULDER FOUNTAIN.SEE NOTED BY CIVIL ENGINEER.ALL CONCRETE BANDING SHALL RECEIVE LATERAL REINFORCEMENT OF(2)#3 BARS SPACED 6"APART. DETAIL E,SHEET L-19 SHEET TITLE 2 ALL BANDING SHALL BE INSTALLED WITH#3 REBAR AND 1/2"DOWEL ROD SLEEVES SPACED 2'O.C.AND MINIMUM 3"FROM TOP ' SURFACE. PLACE PERPENDICULAR TO ADJACENT PAVED AREAS. 3 RECCOMMENDATIONS WITHIN SOILS REPORT SUPERCEDE STRUCTURAL REQUIREMENTS LISTED ABOVE. , 4 ALL VEHICULAR CONCRETE PAVIED AREAS ARE TO BE POURED AT A MINIMUM OF 6"THICK. 3 ' 5 CONTRACTOR SHALL PROVIDE AN ALTERNATE PAVING BID FOR STAMPED CONCRETE PAVING AREAS.SEE DETAIL F,SHEET L-15. N ROUNDABOUT CONCRETE PAVING _ GERALD FORD DRIVE ENTRY CONCRETE PAVING GATEWAY DRIVE ENTRY N z CO CRETE PAVING SCALE: 1" = 10'-0" SCALE: 1" = 10'-0" SCALE: 1" = 10'-0" O 1" 1" M TYP 1211 U 2'-6" 1" " MI 1:12 BATTER Q 2 3 ! LEGEND: 9 4 4 1O 3"THICK P.I.P.CONCRETE CAP.NATURAL COLOR,w/1/2"RADIUS EDGE AND 10 Uj ACID ETCH FINISH. " 1 LEGEND: U) C) ' z 9 9 a 9 2 12"X8"X16"PRECISION MASONRY BLOCK.GROUT CELLS SOLID. 1 PRECAST CONCRETE COLUMN CAP#PC 18 30 F BY SCPC. 760 398 1515.OR EQUAL. a _ ADJUST AS SHOWN IN ELEVATION. : . I: 2 O ( ) ao ; �: #4 VERTICAL REBAR. @ 32"O.C.. EXTEND INTO FOOTING AND BEND. ;; ' 0 8"XS"X16"PRECISION MASONRY BLOCK.GROUT CELLS SOLID. 19 w 9 O3 ;:. a 3 ADJUST BLOCK TO MAINTAIN 1:12 BATTER. 9. M ac ® STONE VENEER(BOTH SIDES)COLOR TO BE"MESQUITE,CLIFFSTONE",BY > 2" "MI ELDORADO STONE,AVAILABLE THROUGH RCP BLOCK(800)794-3018 J41 a' 0 #4 VERTICAL REBAR.EXTEND INTO FOOTING AND BEND. 7 ~ 2WIDE x 12 DEEP CONCRETE FOOTING. 4 ® STONE VENEER(BOTH SIDES)COLOR TO BE"MESQUITE CLIFFSTONE" BY ELDORADO STONE,AVAILABLE THROUGH RCP BLOCK(800)794-3018 i ' 1•I , 7 _ © #4 HORIZONTAL REBAR. or a� 5 O5 CONCRETE PILASTER FOOTING. 10 O7 FINISH GRADE. \ © #4 HORIZONTAL REBAR. a FLUSH ® 90%COMPACTED SUBGRADE. CO 5 _ _ O7 FINISH GRADE. �•� 4 O9 LOGO.SET FRONT PANEL 1"IN FRONT OF BACKGROUND PANEL,BACKGROUND ° COMPACTED SUBGRADE. PANEL SET FLUSH TO VENEER.ATTACH PANELS w/ 3"STUDS INTO WALL. - -_•� _ _ A� 6 ® 90/° 2 - o a - -- 6 2'-0" 10 LETTER WITH BACKGROUND 1/4"PANEL.SET 1"IN FRONT OF VENEER.SET O9 LIGHT PER LIGHTING PLAN.CONTRACTOR TO INSTALL CONDUIT FOR LIGHT w/SWEEP 11 LOGO SECTION LETTE SECTION LETTER PANEL w/ 3"STUDS INTO WALL. 31.011 8 ELL IN FTG. REVISIONS 8 SCALE: 1" = 1'-0" SCALE: 1"= 1'-0" 11 18"HIGH RETAINING WALL AT GATEWAY DR.MONUMENT SEE DETAIL A,SHEET 10 ADJACENT WALL. WALL SECTION L-16 A SCALE: 1/4" = 1'-0" 9 NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE STRUCTURAL DETAILS HERE. STRUCTURAL DETAILS HERE. A MONUMENT WALL 4'-0" MONUMENT RECEIVED A • SCALE: AS SHOWN LEGEND: PILASTER w/ LIGHT 16I-411 0 4'-0"HIGH STONE VENEER PILASTER.SEE DETAIL E,THIS SHEET. SCALE: 1/2" = 1'-O" U_ ,u` 8 ^^C6 EQ EQ �= o 83° O2 18"HIGH STONE VENEER WALL.SEE DETAIL A,SHEET L-16. z z `� + RAD.PT. - - - , O3 5'-7"TO 3'-6"AND 30"HIGH STONE VENEER WALL.SEE DETAIL D THIS SHEET. ;;< ;.; 19 0 9'-5" 4'-5" w - - - - - - - - - - REF. - - - - - - - - REF. 1 ZTRE 4 LIG HT PER LIG HTING PLAN .N.SEE DETA IL E THIS _ I SHEET. J O LINE 4 _ - - L r I —NSTEEL BACKGROUND PLATE,PAINTED.COLOR:FRAZEE10"OBSESSION" IODIZED BRONZE FRONT PLATE w/IMAGE DETAIL D,THIS SHEET FORLOGO SECTION.ION. RAD PT. 1 1 I ■ ■ ■ I 3 _ J I I I I I I "EXCLUSIVE" I I F ` L _ _ _ M P H © 16 TALL, 1/2 THICK CAST ALUMINUM LETTERS(THE ENCLAVE").FONT:ODEON CONENSED REGULAR.SPACE 1 APART. PROVIDE w/POWDER COAT FINISH.COLOR:FRAZEE EXCLUSIVE #709. .91 >.: " O7 10"TALL, 1/2"THICK CAST ALUMINUM LETTERS("CONDOMINIUMS"). FONT:ODEON CONENSED REGULAR.SPACE 3/4"APART. PROVIDE w/POWDER COAT FINISH.COLOR:FRAZEE"EXCLUSIVE"#709. 8 i ,ry = 0 ® BOULDERS.COLOR PER CONSTRUCTION LEGEND.SEE DETAILS H&I,SHEET L-16. 3 � 3 ■ U N i LEGEND ON DETAIL 611 7, 611 4 = o I G,THIS SHEET. O FINISH GRADE. 3 3 5 B C, v J RC U Cn ,� n I m o 'A J II 1 0 7-9 3'-4" ■ 3 7 8 46 38 U , PLAN VIEW O T 2 6" 7/11/06N o _ . V 9 N co � O - mHE ENE[AV N -x O r 1 N F.G. 4"BEL OW rn- I Go cD Elk AS o co FRONT WALL 0 1 - 9 - AS NOTED TED ED �.- N - RAD.PT. 8 r` J co g THE EI i. 5 60 2 1UNSN 6 a` co 9 U V-5" 3 ' 0264 9 2 9 ELEVATION 2'-1" 7 6 2 e 9 2 5 w z SHEET NUMBER GERALD FORD DR. MONUMENT ELEVATION GATEWAY DR. MONUMENT U W PLAN VIEW LL L- 1 7 Q SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" (Alm N TM 17 OF 42 SHTS. L `N 4`n LEGEND: L L U=]A�o 0] Q) NATURAL COLOR POURED IN PLACE CONCRETE SEAT&BACK .......... REST w/ACID ETCH FINISH.INSTALL CONTROL JOINTS @±6-0"O.C. ... 6"X8"x8"CONCRETE HALF BLOCK.GROUT SOLID.KEY FIRST J, V COURSE.CONTRACTOR TO PROVIDE SMOOTH RADIUS ON BOTH 1 -4" 1 V-5" 12'-4" r 1' 11 101-101, 16-9" T---------- ..... SIDES OF SEAT WALL. 0 PA ADJACENT PILASTER PER DETAIL J,SHEET L-15.ALIGN BENCH'S 15 ......... 6 ---- ---- FRONT OF TOP CMU BLOCK w/PILASTERS CMU BLOCK. ---------- --- -- ----- ---- ---------- Ile ............... pj� 7 ------- ....... ........ ......... .. 0 .......... (D STONE VENEER PER DETAIL J,SHEET L-15. ------------------ .... .. ................. ..... PA #3 CONTINUOUS HORIZ REBAR.EXTEND INTO PILASTERS ON ............. BOTH ENDS. -- ------------ --------------- ..... ---- 3 10 _7 -- ---------- 3'-7" RL- CO ...... PA ------------ #4 REBAR,VERTICAL @ 24"o.c.EXTEND INTO FOOTING AND BEND. . ........................... PA1 .... . ..... ..... ------------------- ......... . ..... -- ----------- ........... --- ........ :RO PILASTEP PA CENTER 0 ;TER 1/2"THICK FULL DEPTH POLYFOAM EXPANSION JOINT. In ---- ----------------------- CENT 01 ------- ---- - ------- --- ---------- -2"R- CONCRETE FOOTING.POUR PILASTER AND SEATWALL FOOTINGS ......... . ............... PA 9.- ..! - ------------------- 10, 19 - -- -- - -------- ... ------- ---- ------------ ------- TOGETHER. -------- -- ----- ------- -------- - -- ------- - ........ IPA P ------------- --- .. .................... .... I 16 . . . . . . - - --- , �,-,. J2 ------ - -­ --------------- A R C H I T E C T U R E ............ ....... f-8- ..... :, - :LL ---- --- ---- ............. 90%COMPACTED 3/4"CRUSHED GRAVEL FILL. ...... ...... 3 4 ... ....... ........---------- ............ -------- --------- ------- ----- ....... .. & T BULAR STEEL FENCE SIMILAR TO DETAIL M,SHEET L-15. S I T E P L A N N I N G --------------- ........... ----------- ....... ----------- ........... n15 SURFACE MOUNT FENCE POST AND BOLT TO PILASTERS ON EACH (o -------- .......... .............. ................. ----- -------- .. ... ... ............. ..... ---------- -----­------------- B ------------- ------- ----- - - -------------- ....... 00 10221-A Trademark Street -------------I--- -­---------- ----------------- ....... --- --------_- --------- --- ---------------- D ----------- -- ....... END.SEE BELOW. .... ---------- - ....... ........... -------- ----------- .... .... L--- --- ....... -------- --------------------- ------------- ------ --------------- ----------- ........... ....... ADJACENT CONCRETE PAVING,REFER TO CONSTRUCTION PLAN [9091 M4-2800 ------------ ........ .......... 64" --------- ........ ........ ------- C D PA ---------- FOR FINISH AND LAYOUT.SLOPE 1%MIN AWAY FROM SEATWALL. Fax (909) 484-2802 3 EI I --- ........ -----_-------- .77 Richard Krumwiede ......... ........ ...... ... . ...... ... 6-4" - -------- 54 71j --------- ... ............ Lu 90%COMPACTED SUBGRADE. ..... -- - ------------ ------------- ------------ -- CA Lic.#2834 ------------------------- 13 AZ Lic.#2 9115 ------- --------------------- ------------_------ Lo NV Lic.#446 -------- TX.Lic.# 1884 ......... .. . -------------------- -------------------------- PA ---------- - - ---- -- --------- - ------- ................ -------- ................... ....... ...... PA -Cf) -------- ---------- C\j ........................ M .................. ........ 3"SQ.PLATE AND(2)1/4"X 3"RED HEAD EXP.BOLT @ EACH POST. -----------------------------------------....... PA ------------------ ................. . --------- ...... ------------------------------------ LEGEN w ------------------ ----------- ...... -- --------- (5)#3 REBA R,CONTINUOUS IN SEAT. ................. ..... --------------- L............... - ---------- w PA - ---------- 4"THICK,NATURAL COLOR RETARDANT FINISH CONCRETE.SEE DETAIL C,SHEET L-15. 3 ----------- ----------------------- 0 ---------------- .......... .............. --------- . ...................... -- --- ------ -1 ---------------­ ....... ---------------- 07 00 ................ FINISH GRADE. - - -------- Ole .......... 7'-9' 110 D: ------- --------- -------------- 14 - -------------­--­--- ------------- ................. (Z PICNIC TABLE PER CONSTRUCTION LEGEND. INSTALL PER MANUFACTURER'S REC. 12 8 ................. .............. --------------- -------- ............... ------- ------- .... LEGEND: -------- -- ------------------ C --- - ---------- -------- ----------------- -------------- .................. (a)LIGHT PER ELECTRICAL SITE PLAN. CIA 5 . ...... ........ Co --- ........... ---------------- ------- 4"THICK,NATURAL COLOR MEDIUM BROOM FINISH CONCRETE w/DEEP SCORE JOINTS.SEE DETAIL C,SHEET L-15, ..... --- ------- -------- ---- TRASH RECEPTACLE PER CONSTRUCTION LEGEND.SEE DETAIL 1,SHEET L-15. .......... .......... -- -------------------------------------- ----------- . ................ ... ......... ------- signatur ................. . .... ....................... .......... --------- --- . ......... . ................ ----------------- ------------- -16.BOULDER,SEE CONSTRUCTION PLAN,SHEETS L-2 THRU .......... ---------­-------------- Q 18"HIGH SEATWALL w/BOULDERS.SEE DETAILS B&1,SHEET L --------------- ------- .... ......... ---------------------------------- ..................... ------------ ---------..... ----- ------------ ------- .. ................ .............. ---------- ............... ........... ................ ................... --- .... ..---- ---------------- .......... .......... .... ..................... 7 FOR SIZE,COLOR,AND LOCATION. -16.SET POST NTO CONCRETE (3) PICNIC GRILL PER CONSTRUCTION LEGEND.SEE DETAIL G,SHEET L I -- ------­---------- ---------- ---- -- ------ ------- ---- N FOOTING PER MANUFACTURERS RECOMMENDATIONS. ------------------------------ --------------- ...... .... -------- ------ -------- ----------- ................. ... -------------------------- - ... .... BENCH SEAT SECTIO - --- ------------- ---------------------------------- ........ ----I------- -------------- - ---------- ... ------ ...... -----:: --------------------- -7 ----------------- ----- ----- -- : 9�9 -1. .­ - �, �:-, �� :� . . . "., (1)4"THICK NATURAL COLOR RETARDANT FINISH CONCRETE w/SAWCUT JOINTS.SEE DETAIL C,SHEET L-15................. ----- ------- - ... ----------------- SCALE: 1/2" 1' ---------------- ............... Date -------------- ------------- ------------------------------------- ----- ---_--------- ...... ...... .... ..... - -------- -- -- ..... ...... PA ------- --------------- FENCE MOUNTING FENCE MOUNTING DEEP SCORE JOINT PER DETAIL H,SHEET L-15. - - --- --------- --------- -- -- ------ ------- ........... ------------------------ -------------- ------------ -------- ------- -- ---------- --­------------------------- ........... ----------- --_----------------- ----- - ......... . OF C AL\�'3 4"THICK INTEGRAL COLOR RETARDANT FINISH CONCRETE w/SAWCUT JOINTS.SEE DETAIL C,SHEET L-15. EXPANSION JOINT.SEE DETAIL H,SHEET L-15. ..... ------ r SECTION PLAN VIEW ----------------- - ..................... ...... ... ............ - ------------- __- ---------- ---------I.... ------------------- ........ .............. ---- SCALE: 2" 1' :2 ........... 2' 12'0" SCALE: 2" V-0" ........................... .................... -------------- .... (3) EXPANSION JOINT.SEE DETAIL H,SHEET L-15. ---------- -------------- ----- --- .. . ....... ........ .......... -- ---- ---------- ---------- ........... ............ ------ ------------ . . . . . . ---------- ------ ........ ............. --------------- - --- - ---- -------------- -------------- ............... .............. ----------- ...................... ................ I.............. .......... --------- ---------_----- ............. ................ I.............. -------------- ---------­------ ----------------- --------------- 2 ............. . TYP. ATRIUM PAVING ENLARGEMENT TYPICAL PICNIC AREA -- ------------- ----------- .... ... - - ----------------------- ------- ..... . T-1 1 CONCRETE BENCH -- ----------------- ­------------- -- ----------------- ---------- ..... ... ----------------- --- ........................ . . . ........ - -- -- ­-------------------- --- --- ---------- 7 _ - -. 0 - _:*11 ;; "1' - SCALE: 1/4" V-101" .................... . .............. ................. ------ - .. ............ ----- ---------------- ---------- ---------------------------- PA SCALE: 1 10'-0' SCALE: AS SHOWN .. ................ --------------- 9 - ----------------- PA ----------------- :::�, .1 - -------------- ------­-------- -------------------- 4 ---------- .... ------- ----- ..... ----------- ............ 00 ........... 4"x 6"S4S D.F.LATTICE @ 11"o.c..ATTACH TO BEAM w/3/8"x 9"LAG BOLT w/WASHER(MIN. 1 PER EA. :--, -----. - CD . ...... L9 ....... --------- 19, ............. ......... ------------ - ------- PA ;z uj .. .......... - ------ -­­------------- - --------------- _.......... ----- ----------- 0 - ----------­--- CONNECTION).CUT ENDS AS SHOWN ON DETAIL F,THIS SHEET. --------------- yi ------------------ .............. 17'-4' 17'.2'l -- - - ---------------------­- ......... . ................ ------- -- ....... ............... . ....... ----- S4S D.F.BEAM. 1"NOTCH OVER BEAM BELOW AND ATTACH WITH 5/8 X 14 LAG BOLTS w/ ------------- ... 6"x 10' .............. l 7": WASHER(MIN.1 PER EA.CONNECTION).CUT ENDS AS SHOWN ON DETAIL F,THIS SHEET. C? .. ......... ............ . ... ...................... .......1.-- ----- -- - -------- ---------------------- --------------------- S4S D.F.DOUBLE GRAB BEAM ATTACH TO POST WITH(2)3/4"DIA.THREADED ROD BOLTS w/ Lu ...... ........... ------- -------- 6"x 12' ................... --------------- - ----- ........ .......... ----- ---- ----------- ------------- ....... ................ ... - --------- -------­--------------- -------------- 2"x 2"x 3/16"PLATE WASHERS.CUT ENDS AS SHOWN ON DETAIL F,THIS SHEET. C\I .. .. ... ......... --- ----- ----- ...... ---- --- -------------- --- -- .... .. ---------- ---- - ----------3 --------- ------ ------ ------- z -------------- ----------- 6"x6"S4S D.F.POSTw/1"R ATTOPAS SHOWN. ............. ...... w --------------------- - ------------ ------ ----------------------------------- LEGEND: ...... ....... ......... --- ........ ---- ------­------- --------------------------- -------- ............... --- -- --- --- ........ ---- ----------- ---:-:- -- ........ ........... --------- ------------------_ ... .......... ---- --- ..... . SIMPSON CB66 POST ANCHOR.SECURE INTO COLUMN CONCRETE.PROVIDE 1/4"AIR GAP BETWEEN < ........... ........ ------------ .......... .... ...... ...................... 5 --------------­----- (D 4"THICK,'INTEGRAL COLOR RETARDANT FINISH CONCRETE.SEE DETAIL C, A' - ----------- - ----------------­------------ ------- ...... SHEET L-15. 9 POST AND TOP OF COLUMN CAP. JU Z < ........ ------- ... LLI Z ------------------- .................. - -------------- ------ 7'-6"HIGH PILASTER WITH LEDGERSTONE VENEER AND POURED-IN-PLACE CONCRETE CAP, u I rr -- ----- --------------------- -------------- (2)6 THICK,INTEGRAL COLOR RETARDANT FINISH CONCRETE.SEE DETAIL C, -- -------------- ---- ---- --- ------ PA 9 FOB ------------ ---------------- ------ ---- ---------- ---- ------ --------- SHEET L-15. SEE DETAIL 1,SHEET L-19. Lu 00 - -- ---------------- (a)6"THICK,NATURAL COLOR MEDIUM BROOM FINISH CONCRETE.SEE DETAIL Cr U- ------------------- ------- -------------------- F .. ................... ADJACENT CONCRETE PAVING.SEE CONSTRUCTION ENLARGEMENT PLAN,SHEET L-14 FOR LOCATION 3 ............ ---- -------- �2j <k _j -15. C, SHEET L ........ .... - ------------- ------ --- AND FINISHES. Co < ................... -------- ------ ----------------- ----- -- .. ............. ---------------- ...... . ------------- 8 90%COMPACTED SUB-GRADE. Lu C\I -------- ..... - -------------- - - --------- -- (1)6"THICK INTEGRAL COLOR ACID ETCH CONCRETE.SEE DETAIL C,SHEET ---------- 00 Lu ............ ........... ....... .. 8'.2" 8'-2" 41'x 10"S4S D.F.BLOCKING BETWEEN 6"x 10"BEAMS@ POST(BOTH SIDES OF POST).BOLT TO 6"x 10" o0z ........... A ........... > ............... 7 ------ -- BEAMS w/(2)5/8"x 8"LAG BOLT AND(2)3/4"THREADED RODS THRU POST. 6"THICK INTEGRAL COLOR STAMPED CONCRETE.SEE DETAIL B,SHEET < > 9'-5" 14'-10" 12'-1 1 201-011 L-15. U) 8 (D ASPHALT PAVING PER CIVIL ENGINEER'S PLANS. NOTE ALL WOOD:S4S DOUGLAS FIR.PAINTED'PRECISION#707'BY FRAZEE.APPLY (1)4"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE.SEE DETAIL PRIMER AND TWO FINISH COATS. C,SHEET L-15. EXPANSION JOINT.SEE DETAIL H,SHEET L-15. FRONT ELEVATION (FACE POOL) 8 SIDE ELEVATION tu 8 SCALE:1/4"=V-0" SCALE:1/4" V-0" NOTE CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE STRUCTURAL DETAILS SHOWN HERE. TYPICAL AUTOCOURT AREA PAVING ENLARGEMENT SQUARE POOL WOOD OVERHEAD SCALE: V = 10'4' LEGEND: SCALE: AS SHOWN 2 00 6 12 1 r7 r7 10 4"x 6"S4S D.F.LATTICE @ 11 o.c..ATTACH TO BEAM wl 3/8"x 9"LAG BOLT w/WASHER(MIN. 1 PER EA. r CONNECTION).CUT ENDS AS SHOWN ON ENLARGEMENT. 10 1 4 2 5 1/4"x 9 1/2"S4S D.F.VERTICAL GLU-LAM BEAM. 1'1 NOTCH OVER BEAM BELOW AND ATTACH WITH 5/8"X 3 4 14"LAG BOLTS w/WASHER(MIN. 1 PER EA.CONNECTION).CUT ENDS AS SHOWN.HALF-CAP SPLICES @ 6 10 4 4 T-6" PILASTERS WHERE NECESSARY. ri 2 r7 12'-6"R CENTER] 20'-O"R CENTER 20'-O"R 16'-O"R CE TER OF SPA U�6HA OF Q 6"x 12"S4S D.F.DOUBLE GRAB BEAM ATTACH TO POST WITH(2)3/4"DIA.THREADED ROD BOLTS w/ r,, 3 x 2"x 3/16"PLATE WASHERS.CUT ENDS AS SHOWN ON ENLARGEMENT.r 2 (D6"x 6"S4S D.F. POST w/1"R AT TOP AS SHOWN. 12 91, 5" 6"SIMPSON CB66 POST ANCHOR.SECURE INTO COLUMN CONCRETE. PROVIDE 1/4"AIR GAP BETWEEN PLAN POST AND TOP OF COLUMN CAP. T-15"HIGH PILASTER WITH STONE VENEER AND POURED-IN-PLACE CONCRETE CAP. YP SEE DETAIL 1,SHEET L-19. 6 --------- ADJACENT CONCRETE PAVING.SEE CONSTRUCTION ENLARGEMENT PLAN, 450 :3 < 450 SHEET L-14 FOR LOCATION AND FINISHES. 71/2'R ki�50 1 00 130,FINISH GRADE. �3�0- 450 450 4'-6"CLR 0 0% LIJ, I I Lu 2 R TY 7 90%COMPACTED SUB-GRADE. 1 1/2"R C 300 CONCRETE BENCH w/TUBULAR STEEL FENCE PER DETAIL C,THIS SHEET. 41 5�- 3 0 SPA SEATWALL w/TUBULAR STEEL FENCE PER DETAIL C,SHEET L-119. 5" 13" 900 "R 900 4 C-1 300 30' 9 4"x 10"S4S D.F.BLOCKING BETWEEN 6"x 10"BEAMS @ POST 1"R T 2'-T .4 1 (BOTH SIDES OF POST).BOLT TO 6"x 10"BEAMS w/(2)5/8"x 8"LAG BOLT AND(2)3/4"THREADED RODS THRU POST. 0 NOTE: 300 SECTION A-A SECTION B-B SECTION C-C 15" SCALE:1/4" 17 SCALE:1/4" V-0" SCALE:1/4" V-0" (Z) POURED-IN-PLACE CONCRETE CAP:ACCOMMODATE SIMPSON POST BASE.SLOPE 8" 5" 3 TO DRAIN.ALLOW 1/4"AIR GAP BETWEEN BEAMS AND CONCRETE CAP. 1" 24' OVERHANG FROM STONE VENEER w/1/2"R EDGES. 6 5 6 SPA @ ALL WOOD:S4S DOUGLAS FIR. PAINTED?RECISION#707'BY FRAZEE.APPLY 5 1 SEATWALL 2'PILASTER W/LIGHT STD.FENCE PILASTER PRIMER AND TWO FINISH COATS. DETAIL K,SHEET L-1 6. DETAIL R,SHEET L-16. DETAIL J,SHEET L-15. NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS SUPERCEDE END-CUT ENLARGEMENT SIDE VIEW END-CUT ENLARGEMENT FRONT VIEW PLAN VIEW FOR IMILY SPA OVERHEAD PLAN VIEW FOR ADULT PA OVERHEAD STRUCTURAL DETAILS SHOWN HERE. SCALE: 1 V-0" SCALE: 1 V-0" SCALE:3/16" V-0" SCALE:3/16" V-0" WOOD OVERHEAD SCALE: AS SHOWN A 4 5 3 2 4 5 3 2 A RE c r-ry r-,-) CY) 1 1'61 1161 1 5 4 3 2 JUL 1 .-IT7 (D wftoLp"wjEvf Fn Co 5 2 4 3 7 C0 6 2 /1D .............. 6 7 0 (o 0-Z irl W W .............. ..... ................... ......................... 5 Co 00 LEGEND: �_r . - _ . - _ - -- - - - - - - - - - _ - - . _ . Lo 7 LEGEND: U) 6 STAINLESS STEEL HAND RAILING PER ADA STANDARDS.SEE POOL CONTRACTOR'S PLAN STAINLESS STEEL HAND RAILING PER ADA STANDARDS.SEE POOL CONTRACTOR'S PLAN. (o 6 Oil 0 7 0 r 7 20'- 221-011 201-011 COPING. SEE DETAIL P,SHEET L-16. COPING. SEE DETAIL P,SHEET L-16. I?< Lo 7 CL LEGEND: >_ - MPH 3"TILE. COLOR TO BE "SAGE". AVAILABLE THROUGH GAINEY 3"TILE. COLOR TO BE "SAGE". AVAILABLE THROUGH GAINEY -011 1-011 191-011 fl 21 211-0 (D STAINLESS STEEL HAND RAILING PER ADA STANDARDS.SEE POOL CONTRACTOR'S PLAN. CERAMIC TILE. (909)593-3533. GROUT COLOR TO BE CUSTOM PRODUCTS, CERAMIC TILE. (909)593-3533. GROUT COLOR TO BE CUSTOM PRODUCTS, 131-011 13'-0 ANTIQUE WHITE. AVAILABLE THROUGH DAL TILE (760)-674-8697. ANTIQUE WHITE. AVAILABLE THROUGH DAL TILE (760)-674-8697. LEGEND: COPING. SEE DETAIL P,SHEET L-16. (D WATERLINE. 0 WATERLINE. (D STAINLESS STEEL HAND RAILING PER ADA STANDARDS.SEE POOL CONTRACTOR'S PLAN. 2 3" TILE. COLOR TO BE "SAGE". AVAILABLE THROUGH GAINEY JRC 0 POOL LIGHT.SEE POOL CONTRACTOR'S PLAN. 0 CERAMIC TILE. (909)593-3533. GROUT COLOR TO BE CUSTOM PRODUCTS, POOL STEP w/TILE ALONG TOP EDGE PER POOL CODE. SPA STEPS w/TILE ALONG TOP EDGE PER POOL CODE COPING. SEE DETAIL P,SHEET L-1 6. ANTIQUE WHITE. AVAILABLE THROUGH DAL TILE (760)-674-8697. Q COPING. SEE DETAIL P,SHEET L-16. 0 GUNITE SHELL WITH POOL PLASTER. SEE POOL CONTRACTOR'S PLAN. GUNITE SPA SHELL WITH POOL PLASTER. SEE POOL CONTRACTOR'S PLAN. 3"TILE. COLOR TO BE "SAGE". AVAILABLE THROUGH GAINEY 3:, WATERLINE. CERAMIC TILE. (909)593-3533. GROUT COLOR TO BE CUSTOM PRODUCTS, 3"TILE. COLOR TO BE 'SAGE". AVAILA13LE T14ROUGH GAINEY COMPACTED SUBGRADE PER SOIL ENGINEER'S PLAN. COMPACTED SUBGRADE PER SOIL ENGINEER'S PLAN. ANTIQUE WHITE. AVAILABLE THROUGH DAL TILE (760)-674-8697. 7/11/06 1p POOL STEPS wl TILE ALONG TOP EDGE PER POOL CODE. CERAMIC TILE. (909)593-3533. GROUT COLOR TO BE CUSTOM PRODUCTS, ANTIQUE WHITE. AVAILABLE THROUGH DAL TILE (760)-674-8697. DRAIN AND PLUMBING PER POOL CONTRACTOR'S PLAN. DRAIN AND PLUMBING PER POOL CONTRACTOR'S PLAN. WATERLINE. 0 GUNITE SHELL WITH POOL PLASTER. SEE POOL CONTRACTOR'S PLAN. POOL STEPS w/TILE ALONG TOP EDGE PER POOL CODE. WATERLINE. COMPACTED SUBGRADE PER SOIL ENGINEER'S PLAN. AS NOTED POOL DEPTH MARKERS: GUNITE SHELL WITH POOL PLASTER. SEE POOL CONTRACTOR'S PLAN. GUNITE SHELL WITH POOL PLASTER. SEE POOL CONTRACTOR'S PLAN. POOL DEPTH MARKERS: DRAIN AND PLUMBING PER POOL CONTRACTOR'S PLAN. POOL DEPTH MARKERS: POOL DEPTH MARKERS: SEE POOL CONTRACTORS PLAN FOR SEE POOL CONTRACTORS PLAN FOR COMPACTED SUBGRADE PER SOIL ENGINEER'S PLAN. SEE POOL CONTRACTORS PLAN FOR SEE POOL CONTRACTORS PLAN FOR POOL DEPTH MARKERS WHICH COMPACTED SUBGRADE PER SOIL ENGINEER'S PLAN. POOL DEPTH MARKERS WHICH POOL DEPTH MARKERS: POOL LIGHT PER CODE. POOL DEPTH MARKERS WHICH POOL DEPTH MARKERS WHICH CONFORM TO HEALTH AND SAFETY CONFORM TO HEALTH AND SAFETY SEE POOL CONTRACTORS PLAN FOR CONFORM TO HEALTH AND SAFETY CONFORM TO HEALTH AND SAFETY CODE STANDARDS. DRAIN AND PLUMBING PER POOL CONTRACTOR'S PLAN. CODE STANDARDS. DRAIN AND PLUMBING PER POOL CONTRACTOR'S PLAN. < POOL DEPTH MARKERS WHICH CODE STANDARDS. 0264 CODE STANDARDS. CONFORM TO HEALTH AND SAFETY E CODE STANDARDS. 0 N FAMILY POOL SECTION 'AA' KIDDIE POOL SECTION '1313' SPA SECTION 'CC' ADULT POOL SECTION 'DD' ADULT POOL SECTIOWEE uj U- N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: L- 1 8 SCALE: N.T.S. Con 18 OF 42 SHTS. R 8' 10 1 111 TYP s s s ( may i LEGEND: { '1'•�911 9ll ti��gll 1 �1 1 4 • v. 0 P.I.P.CONCRETE CAP w/1/2"RADIUS. N 2 11 N NATURAL COLOR,ACID ETCH. F r CONTRACTOR TO POUR CAP AFTER FAUX z Glad, 9 z 6G�s o z B �'��, 3 5 6 BOULDER IS INSTALLED. O "' Gl� 2 1 0 1 F.9 o F o 9 0 0 2O 8"x 8"x 16"CONCRETE PRECISION BLOCK. `� io GROUT CELLS SOLID WHERE STEEL 1 OCCURS.USE 8"x 8"x 8"FOR TIGHT RADII. 3 1 1 I 30 STONE VENEER PER DETAIL J,SHEET L-15. 8 3 3 v - INSTALL AFTER FAUX BOULDERS AND P.I.P. N 5 _ 00 _ 3 ° - CAP IS INSTALLED. ■ N 8 w_ N 1" 8 �. 8 12 11 L-- ---- ---- _ r ® #3 REBAR HORIZ.CONTINUOUS(2)PLACES. L A N D S C A P E NOTE: CIVIL ENGINEER'S STRUCTURAL PLANS rn - - ' NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS cn ¢ TY 5 `v 1 5 0 #3 REBAR VERT. @ 32"O.C. (TYP.). A R C H I T E C T U R E SUPERCEDE STRUCTURAL DETAILS SHOWN HERE. 5 1" SUPERCEDE STRUCTURAL DETAILS SHOWN HERE. w 1" > rr � Q TYP 5 ¢ TYP I ,:::._-:;;::.:: > > 2 ELEVATION r �_ /, © GRATE PER FOUNTAIN CONTRACTOR'S S I T E P L A N N I N G w 1 T �!-� C/' SHOP DRAWINGS. 2 z 2 6 � 4 _ _ _ _ _ ; 9 10221-A Trademark Street w _a 7Q FINISH GRADE. Rancho Cucamonga, CA 91730 6 w 6 -------- -------- -------------------- ui W NOTE:CIVIL ENGINEER'S STRUCTURAL PLANS w 12" Fax(909) 484 09) 4134- 7 -� 7 n SUPERCEDE STRUCTURAL DETAILS SHOWN HERE. 4 Fax (909) 484-2802 PER ENG. PER ENG. o ® CONTINUOUS CONCRETE FOOTING. o■p, LEGEND: SPER ENG. ---------------------------------------- 1 •� CA Lic.#2834 rd i ads 4 LEGEND: 4 - - - - a 0 90%COMPACTED SUB-GRADE. a AZ Lic.#29115 834 LEGEND: PLAN-VIEW z SECTION 14 �cc o NV Lic.#446 1O TUBULAR STEEL FENCE SEE DETAIL M,SHEET L-15.FENCE ( EXPANSION JOINT PER DETAIL H,SHEET L-15. iO TUBULAR STEEL FENCE SEE DETAIL M,SHEET L-15.FENCE 0 EXPANSION JOINT PER DETAIL H,SHEET L-15. LEGEND: 5 ¢ w 13 10 (2)#3 CONTINUOUS REBAR IN CAP. No...� TX.Lic.# 1884 CONTRACTOR TO WELD FENCE POST TO WELDING PLATES. CONTRACTOR TO WELD FENCE POST TO WELDING PLATES. 1O TUBULAR STEEL FENCE SEE DETAIL M SHEET L-15.FENCE 0 EXPANSION JOINT PER DETAIL H SHEET L-15. SEE DETAIL H,THIS SHEET FOR ENLARGEMENT DETAIL. ® WELDING PLATE.WALL CONTRACTOR TO PROVIDE SEE DETAIL H,THIS SHEET FOR ENLARGEMENT DETAIL. ® WELDING PLATE.WALL CONTRACTOR TO PROVIDE CONTRACTOR TO WELD FENCE POST TO WELDING PLATES. Q I 11 WATER PROOFING. PLATES EVERY 8'o.c.AND AT CORNERS.SEE DETAIL PLATES EVERY 8'o.c.AND AT CORNERS.SEE DETAIL SEE DETAIL H,THIS SHEET FOR ENLARGEMENT DETAIL. ® WELDING PLATE.WALL CONTRACTOR TO PROVIDE 1. 8X4X16 SPLIT FACE MASONRY POR CAP. O2 STONE VENEER PER DETAIL J,SHEET L-15. H,THIS SHEET FOR ENLARGEMENT DETAIL. ( STONE VENEER PER DETAIL J,SHEET L-15. H,THIS SHEET FOR ENLARGEMENT DETAIL. PLATES EVERY 8'o.c.AND AT CORNERS.SEE DETAIL FLOOR OF FOUNTAIN PER FOUNTAIN S CA p O2 STONE VENEER PER DETAIL J SHEET L-15. H THIS SHEET FOR ENLARGEMENT DETAIL. 2. 6X6X16 SPLIT FACE MASONRY BLOCK. NOTES: 1 ® CONTRACTOR'S SHOP DRAWINGS. �,PN� Fq 0 POURED-IN PLACE CONCRETE CAP w/1/2"R ON BOTH SIDES 3 POURED-IN PLACE CONCRETE CAP w/1/2"R ON BOTH SIDES �O rum w/ O 3. FINISH GRADE. •WALL TO BE CONVENTIONAL FAUX BOULDER PER FOUNTAIN w/ea• TO MATCH DETAIL A,SHEET L-16.CONTRACTOR TO POUR TO MATCH DETAIL A,SHEET L-16.CONTRACTOR TO POUR 0 POURED-IN PLACE CONCRETE CAP w/1/2"R ON BOTH SIDES CONSTRUCTION TECHNIQUE. ® � CAP AFTER FENCE POST AND WELDING PLATE ARE IN PLACE. CAP AFTER FENCE POST AND WELDING PLATE ARE IN PLACE. TO MATCH DETAIL A,SHEET L-16.CONTRACTOR TO POUR CONTRACTOR'S SHOP DRAWINGS. v cn CAP AFTER FENCE POST AND WELDING PLATE ARE IN PLACE. 4. PROPOSED CONCRETE FOOTING PER STRUCTURAL CONTRACTOR TO INSTALL FOUX BOULDER - w 0 ENGINEER'S REPORT.TIE FOOTING INTO PILASTER -SPLIT FACE ON INTERIOR SIDE ONLY. ® RETAINING WALL PER CIVIL ENGINEER'S PLANS. ® RETAINING WALL PER CIVIL ENGINEER'S PLANS. AFTER WALL IS INSTALLED BUT BEFORE Sign FOOTINGS. CAP IS INSTALLED. 7- O O5 FINISH GRADE/SURFACE. ® RETAINING WALL PER CIVIL ENGINEER'S PLANS. * 7-31-OS 5 FINISH GRADE/SURFACE. enawe to 0 FINISH GRADE/SURFACE. 5. ALIGN REAR FACE OF WALL 6"AWAY FROM ® REAL BOULDER,SEE CONSTRUCTION cP `nta PROPERTY LINE. PLAN,SHEET L-4 FOR SIZE,COLOR,AND �,9 Date 6 90%COMPACTED SUBGRADE,OR PER SOIL REPORT. 90%COMPACTED SUBGRADE,OR PER SOIL REPORT. LOCATION. lF FAlP © 90%COMPACTED SUBGRADE,OR PER SOIL REPORT. O C A �F T.S. / MASONRY COMBINATION T.S. / MASONRY COMBINATION - RETAINING WALL w/ SLOPE RETAININGWALL T.S. / MASONRY COMBINATION WALL SPLIT FACE MASONRY WALL 12" HIGH WALL @ FOUNTAIN PROJECT CLIENT SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 6 5 1 h 1 2 3 4 5 7 6 M M 3 3�O 4 5 . . -�- LEGEND: _ N v = 3 1 S"x 'x1 . 2 8 6 C S ON BLOCK.GROUT SOLID - - W : .. a 2 4 #4 CONTINUOUS VERTICLE REBAR WITH BEND INTO FOOTING.MINIMUM CLEARANCE "FROM • . Cr Z T V. 1 INTERIOR WALLS OF BLOCK AND FOOTING. �— W � 4 4 4 4 4 4 - ° •- •; O MN CAP STRAP EMBEDMENT AT EACH COLUMN Q :. - - 3 REBAR LOOPED CAGE AROUND COLU ..> 7 POURED IN PLACE,NATURAL COLOR CONCRETE CAP w/1/2"RADIUS EDGE AND BROOM FINISH � LLI Z 2 • PROJECT EDGE OF CAP 1"MAX. FROM STONE. W rr 00 5 5 5 ° ° v 4 STONE VENEER"MESQUITE CLIFFSTONE" BY ELDORADO STONE AVAILABLE THROUGH RCP O W / BLOCK(800)794-3018 INSTALL PER MANUFACTURER'S RECOMENDATION UG C ^ Q J LEGEND: 5 . . .. �_ O u � m Q ■ OVERHEAD TRELLIS SEE DETAILS E SHEET L-18. � W N U O1. ASPHALT PAVING FINISH SURFACE PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ' CENTERED COMBO WALL CENTERED FENCE OFFSET FENCE O 2'-4"SQUARE x 1'-4"DEEP CONCRETE FOOTING AT COLUMN SECTONS.MINIMUM 250o PSI. � � W SCALE:1/4"=V-0" SCALE:1/4"=V-0" SCALE:1/4"=V-0" O2 CURB&GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. LU LEGEND: O INTERLOCKING CONCRETE PAVERS TO BE PLACED PER MANUF.SPECS. SEE LEGEND: O #3 HORIZONTAL REBAR,24"O.C. Q r > CONSTRUCTION LEGEND FOR PATTERN,COLOR,THICKNESS,AND MANUFACTURER. 1 TUBULAR STEEL FENCE.SEE DETAIL M,SHEET L-15.FENCE CONTRACTOR TO WELD FENCE POST TO WELDING PLATES. 8 s " U O _ _ - �- O (2)#4 HORIZONTAL REBAR SPACED 18 O.C.IN FOOTING.MINIMUM CLEARANCE 3 FROM INTERIOR TYPICAL FENCE PILASTER.SEE DETAIL J,SHEET L-15. WALLS AND FLOOR OF FOOTING. A ®1"THICK MINIMUM SAND LEVELING BED. 2 STONE VENEER PER DETAIL J SHEET L-15. TUBULAR STEEL FENCE.SEE DETAIL M,SHEET L-15. � 10 10 FINISH SURFACE/GRADE O5 4"THICK,3/4"CRUSHED AGGRIGATE COMPACTED BASE 0 POURED-IN PLACE CONCRETE CAP w/1/2"R ON BOTH SIDES TO MATCH DETAIL A,THIS SHEET.CONTRACTOR TO POUR - O 0 COMBO WALL.SEE DETAILS A,B,&C,THIS SHEET. CAP AFTER FENCE POSTS ARE WELDED IN PLACE. 11 90%COMPACTED SUBGRADE 3 MULCH LAYER. W ® FINISH GRADE/SURFACE.SEE CONSTRUCTION ENLARGEMENT ® WALL PER CIVIL ENGINEER'S PLANS. -" PLAN,SHEET L-14 FOR LOCATION AND FINISHES. O7 CONCRETE BANDING PER CONSTRUCTION PLAN 7 ;: 05 90%COMPACTED SUB-GRADE. 50 4"x 4"STEEL WELDING PLATE w/(2)#4 REBAR, 12"LONG.WALL CONTRACTOR TO PROVIDE PLATES EVERY 8'o.c.AND ' ■ .a AT CORNERS,AND SOLID GROUT FILL CELLS. NOTE: y .•:•-: DIMENSIONS ARE FOR REFERENCE ONLY-SOILS REPORT RECOMMENDATIONS SUPERCEDE THOSEt; LISTED ABOVE. 11 FENCE LOCATION @ PILASTERS INTERLOCKING PAVERS w/ CONC. EDGE COMBINATION WALL WELDING PLATE SHEET TITLE 7'-6" TYPICAL OVERHEAD PILASTER S SCALE: AS SHOWN SCALE: N.T.S. SCALE: N.T.S. SCALE: 1/2"=V-0" ZONE B O ZONE A O ZONE B O VARIES 24"-48" VARIES 12"-60" VARIES 24"-48" g -- - -- 8 - O - ' o 2 - 00/o DG 9 � R - 7 O:, 8 .........: .:......::: '. . ..-- 24 MIN. r-� = -- _ - - , :60% G &40% -RAVELMIX:�-: - - - G - 3 - 24 MIN. - - - - =4 y 7 - - 5/o RAVEL 2 - G & 5/o DG MIX SWALESECTION - - - - - - - _w/ B BOULDERS, - S COBBLE D / - _& G RAVEL G A - - SC LE. /4 1 3 0 - .n. _ Y- - 1 V Uj LE GEND- . _ O. L J _ Q-r' u O: 1 2 H o T ICK COMPACTED - _CO C D LAYER F DEC OMPOSED COMPOSED GRANIT E. E. y -- 4 - 11 - _ ... �•nv:.........44.v...... :.. :.: i}ii:ii':i}:?:j;:)i)ivi;>:::vtvJv2v:::: :: -" ZONE 2 °RANDOMLY »:?<«:::>?>:???:•?::;.: . 0 5/ RAND MLY PLA E -- 0 C D COBBLE N L P .........::. . . .......... . .. - . O S O ES ET IN 4 T _S HI K RAVEL/ C G D G.MIX RAV G EL 40 ° TABILIZ D.G. 60/ - 4 v>l 3 ZONE A 95/°COBBLE LINED SWALE SET IN 4 THICK RAVEL/C G D.G.MIX GRAVEL 75/°,STABILIZE D.G.-25/° - 4 PLANTS PER PLANTING PLAN LOCATION NEAR BOULDER/COBBLE. O s 8 7 4 --- 100%DG . " 0 BOULDERS TO BE BURIED 1/3 OF OF BOULDER HEIGHT. ©so°io COMPACTED NATIVE SOIL. SWALE SECTION @ ATRIUM DRAIN a s SCALE: N.T.S. 0 ATRIUM DRAIN w/4"THICK CONCRETE,24"CLR OF DRAIN.LOCATION PER CIVIL ENGINEER'S PLANS.DEEPENED CONCRETE FOOTING IN ALL DIRECTIONS.SEED SURFACE CONCRETE TO MATCH ADJACENT D.G./GRAVEL(ZONES A OR B). ® TOP OF BERMING. 0 LINE OF CHANGE FOR DG/GRAVEL MIX-MEANDER LINE AS SHOWN. 60'-011 TYPICAL SWALE PLAN VIEW ENLARGEMENT SWALE SECTION AND ENLARGEMENT SCALE: 1/4"= 1'4' SCALE: AS SHOWN L_ A RECr— v C A �uTMd� MPH/JJM N t0 N O U N JRC 0 U rn J ■ 0 7/11/06 N 7 y Q dV 0 AS NOTED N t JOB NUMBER — C N 0264 N E E 0 SHEET NUMBER Uj 0 c N � SCALE: L- 1 9 19 OF 42 SHTS. •- m L � i O Q _ - -- - -- -- - ------- i a '' -_. , ♦, ♦. " ♦ X-5 �-' Y15. y • �.I...a • Pa �. y a \\",.fir ♦♦ MAINLINE NOTE: P.O.C. 'B' NOTE: uu4`•���aa�uu 1 VALVE AREA P.O.C. 181- ■ _ ■ �� 'r `` �\ I \ ♦♦ CO E�RACTOR TO INSTALL MAINLINE WITH SEE SHEET L-25 FOR MORE INFORMATION. '•� 4 1 1 I_ `, �pP 1 CONTROLLER X . ■� ■ ,\ _ S ING &WIRING BEHIND GARAGE. 11 I I I ' ,` 1 ■� ■ ■ ■ �` Y--aS ` ` �� Y-13 1�:�- �� �I J 1 I ■ _ ■ ■ ■ -_- 11'` aky v l�`'., - _.- _.___ -. -_ -____ Hfi `4 \r\\\fi t \ 1 r\, ■ " \�\ �� �,•- Y-1 e� 4 x r r SF\p Y-28 - w� 4 .�,,. ,, Pp - 6 X 21 34 X 31 18 uu p n...w .....:�\<��. Y 1 �, � �„ `" 1 rr 1// 11i21 1" .:.,. .,�w .,4, t }a ii �� s L A N D S C A P E g r.: "� fia� \��, ,� sY-11 �► `\. y-2 I ARCHITECTURE h � r r � t:" \ apt . %�� , p "� '•. ' ' MATCHLINE — SEE SHEET L-25 1 `\: ap x2 8 x-12 4 x22 3o x32 9 ' � ,Y-15 ry �Pra a ♦ ' n■'-■-.�� \..11 ;\ ' , #_ SITE PLANNING fi 4 .` r ` II n n L i �-F� b i t T _ 10221- C' \\` \\^ r CAI •: ,. %. w �1� �'� Rancho C camonga, CA 91730 r « . i ...,,.ice::. ::.,:, Y-1 1 4 \ (909I 484 2800 d a 1 P ♦ a ": ,• •.' .'.•, ::..,.,:, - - Fax - X : � \ 4 <.::,, 1 „ ,;,, \ \ 1 4 X 23 (909) 484 .c t r h $" 1 .... �''' 18 a . 1 �` ___;,,.w :. ,` $ q 1 _ I 3 � X r3 2so2 " 30 X 33 b \ �. 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Z ' ":�> :�' F \ . \ r\ u Z 1 u, \ra .:k �k \. } W t 0 , >d • SHRUB VALVE NOTE: ,i :rt i r 1 i i 4 :; a iz. r .n c . a V, 1Y'''• w `\ R ems• , p, b " ` CONTR LL C'3 Y : O E R Y . r f ,v -.e, I N• v k- _ r . ... r, 1 LINE REPRESENTS BREAK aa, W /'�/' p g IN IRRIGATION SYSTEM 4 ,w.- ''� � k t, •'� - Y � 1 LL `�r4 ,a, v 'v 4 a• I L. ,k yy i a �', Ems::`�:;::;< S Y , ,,. ` Y 23 .\,. . r .., BETWEEN TWO AD A ENT .,. w \\\�P, P��; J C SHRUB DRIP R . .,.., . '='` VALVES. .�` .\ •.•.,. v...•, ., e �k .:.,a.,v,\\.,...' .k, .,�`, .,tie• •o- .� C 4... 4- \'r 1 V \, 4 ■ \. w` \., a i\ 4. . } y \ ati 4 'r •d• Q i :a \• �' ,r, a. $. Y r ,c• Y 1 Y- 11 - ua 2 Y 21 0 1 •�•' z" 4 �_, r� ro ''6 V a r k. \ 'a _ .-,To-.. .':. . ii --. b P`. _ .a _ r• t3. a £. r• 1 n i .: ►r V 4'- i, J d W .t, 1 �'k` 1/2 k' r 'i, a 1 it , . a r `:� , •�a fi a S w �R i Z -v Z. E \ R @ 1 dt a ad .ar.: b �i.' 2 r A .a �.4 SH d :\ 4\r,4 4\'C` �, h .. 1 _ e ,. Y 23 r r�:. C, 4 . '. 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''xoa.� av„a\ \ , , ', -.-.�.-. -.-. -.-, � � - .'. a ♦ -. •.-.' .'.-,- N .`�" ,`�N`\`Yh Y, .a� et1v.+ tin �b� ak\\ ?- 1- lr„ _ 14,.1e a { �\ r I 1 . ,JtT' .�. •oa 1 �, 41. jai v\, \\,a a a`. , vw� 4` , b , ,a \ r' ,s - u � r -0. a :�, Y .tom= 11 Y 2 a 2 ,` 25 1 1 \, ;� 1 1 r a� `i ,1 I 1 1 n { �,�. ��a'sFa n 1 \ -i,' a i 1 a Nd {.�,4,• { 1 1 1/2 \ aa, a , �.: P W N �a 4 a " a "I .� .r h- aa � W 30.• P 'z c — .Z .� r �I 23•'." Y-2 :r \ 3' " fi. z' r 1 ,mil^ \ �� _ �e` � � _ 'a +."'l — — Y-6 10 Y-16 4 Y-26 13 ■ Y-30 Y-27 Y-26 Y-25 Y-24 Y-23 Y-7 10 Y-1 8 Y-2 i GATEWAY DRIVE I 1r' S Z ■ . '� ,,,......�.�,_.:�-„��.�,,,.,.,, - ww� w �__ -- w„w.,��.„�..�-,,,,...,--�..�..,...�.r..w...�,�,v< wuuww� w w w,,.:.www _ w w~��� w ,.....„�..� w..�����,.ww.�........ w u.... uww�.,..u. wwu.. �u u �u� uw� �. �u . ""-"-,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,����� ����� ��� .,,�,,,..�.,..,.,,,�,�� - ����m ���,��.��__� ��� r ���� ��� ��„�.���� �,,,.,,r,�,.,,�.� I - „�.r `.,rn ,,. �...., - - - - - - - - - - - _ _ ,�,...�.._.,..,".-"-,..�,,,,.....w,,;,,,,,,,,,,,,,,,__.,,,.,....-.,,,,,,,,,,.,,.,,.,,,,,--..,,,,..,,,,,,,.,,,,.,.,,,,,,.,.,,,,'__........,,,..,,,,,,,,,,,,,,,...,.,,,,,,,,,,,,,...,,__.... w ..:_ ;_�;____'__D 1'-8 5 Y-18 5 Y-28 15 .w.,.,,. 1n 1// 1„ ww,w .. LIMIT OF WORK Y-9 10 Y-r9 2 Y-29 14 IRRIGATION NOTES IRRIGATION LEGEND TURF HEAD LEGEND // I/ rI Z 1 1 1 1. THIS SYSTEM IS D►AGRAMMATIC. ALL PIPE,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SYM. MANUFACTURER MODEL-NUMBER DESCRIPTION RADIUS G.P.M. P.S,I, O ' CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. WHEN EQUIPMENT MANUFACTURER MODEL# DESCRIPTION - HUNTER/RAINBIRD PROS-06-5Q POP-UP-SPRAY HEAD 5' 0.10 30 Y-10 5 Y-2o 12 Y-30 24 PASSING UNDER HARDSCAPE,ALL PIPE AND WIRING SHALL BE INSTALLED IN THE APPROPRIATE PER CVWD PER CVWD ` M 11 3 PR P O OSED 1 1/2 D ❑ OMESTIC WAT ER METER BY / SLEEVING. ( ) S CVWD ►► BUNTER/RAINBIRD PROS 06 5H 1'OP-UP-SPRAY HEAD -5' �.�0 30 � � 1�2 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS 0 PER CVWD PER CVWD (3) 2" PROPOSED BACKFLOWS BY CVWD 4 HUNTER/RAINBIRD PROS-06--6A POP-UP-SPRAY HEAD 6' 0.38 30 Q IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS H NIBCO T-585 LINE-SIZE FULL PORT BALL VALVE -A HUNTER PROS-06-7Q POP-UP-SPRAY HEAD 7' 0.20 30 NOT PERFORMED,THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. '. nnv SUPERIOR 3000 SERIES 2"NORMALLY OPEN VALVE (MASTER VALVE) • HUNTER PROS-06-7H POP-UP-SPRAY HEAD T 0.50 30 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH 1=s DATA INDUSTRIAL FM 1.25E 1 1/4" FLOW METER )K HUNTER PROS-06-7F POP-UP-SPRAY HEAD 7' 1.00 30 MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTI N T 0 WNE 0 0 R S CONSTR T �k UC ION REPRE SENTATIVE I PROS 06 7A POP UP SPRAY HEAD 7 #.00 30 �H R U B EMITTER SCHEDULE HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF!1'VITH ALL GRADE � � HUNTER PROS-06-10Q POP-UP-SPRAY HEAD 10' 0.50 30 � DIFFERENCES,LOCATION OF WALLS, RETAINING WALLS,CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK HUNTER w/ ICV-101 G-FS-AS w/ 1" ELECTRIC REMOTE CONTROL VALVE w/PRESSURE w/ WATER USAGE GHR B P I MANTLE. MODEL FLOW(GPM) QUANTITY WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES ® ,� 11 V HUNTER PROS 06 10H POP UP-SPRAY HEAD 10' 1.00 30 AG PRODUCT 4E-1-1/2 REGULATOR & 1-1/2 FILTER , SIZE VALVE AS SHOWN LOW S-1 -S-4, S-6-S-8, S-11, S-12, `RAINBIRD XBT-20-PC-1032 0.03 1 THROUGH WALLS,UNDER ROADS,PAVING AND STRUCTURES. HUNTER w/ ICV-151G-FS-AS w/ ELECTRIC REMOTE CONTROL VALVE w/PRESSURE w/ ECF�v � * HUNTER PROS-06-10F POP-UP-SPRAY HEAD 10, 2.00 30 S-14,S-16-S-18, S-21, S-26, V-1 R 4E-1-1/2" REGULATOR & 1-1/2" FILTER , SIZE VALVE AS SHOWN LOW/MEDIUM S-6, S-7, V-2 RAINBIRD XBT-10-PC-1032 & 0.02& 1 & 5. 1N ADDITION TO THE SLEEVES SHOWN ON THE PLAN,THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE - FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO 4) HUNTER HQ-33DRC/HK33 QUICK COUPLER VALVE, w/2 KEYS TOTAL @ 150'o.c. + HUNTER PROS-06-10A POP-UP-SPRAY HEAD 10, 1.00 30 XBT-20-PC-1032 0.03 1 t 1 r nnm - PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. & HUNTER PROS-06-12Q POP-UP-SPRAY HEAD 12' 0.70 30 MEDIUM S-5, S-9, S-10, S-13, S-15, S-19, RAINBIRD XBT-20-PC-1032 0.03 2 '^ 6. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE. RAINMASTER (P.O.C. 'A') (1) RME36-EG-T-SP 36-STATION EXTERIOR RME EAGLE ET ELECTRIC S-20, S-22-S-25, S-27, V-3-V-5 CONTROLLER IN S.S. PEDESTAL w/HISTORICAL DATA HUNTER PROS 06-12H POP-UP SPRAY HEAD 12' 1.40 30 HIGH N/A RAINBIRD XBT-20-PC-1032 0.03 3 These plans have been reviewed by the Coachella Valley Water ■ �* 7. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. � O HUNTER PROS-06-12F POP-UP-SPRAY HEAD 12 2.90 30 District in accordance with Water code Title 7, Division 1, Chapter 3, 'X L RAINMASTER (P.O.C. 'B') (2) RME36-EG-T-SP 36-STATION EXTERIOR RME EAGLE ET ELECTRIC Article 10.8, Section 65597 et seq. requiring landscape and irrigation _'� - � CONTROLLER IN S.S. PEDESTAL w/HISTORICAL DATA CONTRACTOR TO PROVIDE THE SPECIFIED QUANTITY RAINBIRD EMMITTERS MODEL design in cooperation with the local governing agency (City or 8- CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVES APPROVAL. * HUNTER PROS-06-12A POP-UP-SPRAY HEAD 12' 1.40 30 NUMBER XBT-1 O-PC-1032, PER SHRUB TO MEET THE ABOVE SCHEDULE. Count 10 RAINMASTER (P.O.C. 'C') (1) RME36-EG-T-SP 36-STATION EXTERIOR RME EAGLE ET ELECTRIC Y CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. y) CONTROLLER IN S.S. PEDESTAL w/HISTORICAL DATA HUNTER PROS-06 15Q POP-UP-SPRAY HEAD 15' 0.90 30 * I REFER TO PLANTING PLAN LEGEND, SHEET L-34, FOR SHRUB SPECIES. SEE Approval of this drawing by CVWD Staff does not constitute approval ^ SEE NOTE BELOW CLASS 315 PVC 2 1/2" MAINLINE MIN. COVER 18", FOR P.O.C. 'A' * HUNTER PROS-06-15H POP-UP-SPRAY HEAD 15' 1.90 30 SHEETS L-34-L-39 FOR LOCATIONS&QUANTITIES. to encroach into district and USBR Rights-of-Way. Trees, plants, � \ UNLESS NOTED OTHERWISE m HUNTER PROS-06-15F POP-UP-SPRAY HEAD 15, 3.70 30 walls and permanent structures of any kind may not be planted or = = = = = SEE NOTE BELOW CLASS 315 PVC 2 1/2" MAINLINE MIN. COVER 18", FOR P.O.C. 'B' installed in CVWD and USBR easements or right-of-way without first * HUNTER PROS-0615A POP-UP-SPRAY HEAD 15' 1.90 30 obtaining an encroachment permit from CVWD. SEE NOTE BELOW CLASS 315 PVC 2 1/2" MAINLINE MIN. COVER 18", FOR P.O.C. 'C' NOTES: PIPE SIZING FOR LATERAL LINE CHART: A " 1. CONTRACTOR TO ADJUST NOZZLE RADIUS WHEREVER REQUIRED TO PROVIDE 100°1°COVERAGE 3/1" 9-2 G M ate Water Manageme!1t Supervisor L \ SEE NOTE BELOW SCH. 40 PVC LATERAL LINE MIN. COVER 12", 3/4" MINIMUM, UNLESS WHILE ALSO ELIMINATING OVERTHROW ONTO WALLS AND WALKS. 11/4" 13-22 GPM OTHERWISE REQUIRED. REFER TO PIPE SIZING CHART. 11/2" 23-30 GPM n ` 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF 211 31-45 GPM L -_________= SEE NOTE BELOW SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. 21/2" 45-70 GPM Development Service Supervisor UNLESS OTHERWISE NOTED CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS& = e , , N r SEE NOTE BELOW SCH. 40 PVC WIRE SLEEVE, SIZE AS REQUIRED, SEE WIRE SLEEVE EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION SHEET KEY MA P SIZING CHART N/A SHRUB VALVE AREA BREAK LINE �,%! A `2- N2T'S Ia It W` MZR/MWP * IRE LEEVE SIZING CHART: - - TREE . .\ _ 4 1\ , P \ { . BUBBLER SCHEDULE 1/2" 3/4" 1" 1 1/4"1 1/2" 2" 2 1/2" 3" 4" _ : SYM. MAN FA T RER MOD N IhBEl3 DESCRIPTION RADIUS G.P.M. NOTE #14 AWG 4 6 10 18 25 40 56 88 150 I : \ \ _` j(ti ac WAT R SA TR SP I .Il�,�i" 3 €tk � ' �` \•�\ "{\ �` \� { z I' :. JRC i "' i.ii Y., ALVE SIZING KEY MANE MODEL FLOW (GPM1 a.;,< k \ „ I it 1 .,.,_ HUNTER PROS-04-PCN BUBBLER 15' 0.10 SEE TREE BUBBLER \°� `\'� ",_ v Zv, LOW T-1, T-3 HUNTER PROS-04-PCN-50 0.25 Irk 3 SCHEDULE ON THIS SHEET `\4 LOW/MEDIUM T-2, T-10 HUNTER PROS-04-PCN-50&-10 D.25�19.5D ��„u_ ,. :_ o o VALVE# 1 10`--GPI 1; •; RAINBIRD XBT-IO-PC-1032 PRESSURE IyLA �02 SEE SHRUB EMITTER SCHEDULE MEDIUM T-4, T-7, L-9 HUNTER PROS-04-PCN-10 0.50 M L 1 `� "a `,\ _ \\\\\°`` �;;j , , r N U TIPLE VALVE NOTE ` °' ° - 7/13/06 t XBT-2 -P - HIGH T-5, T-6, T-8 HUNTER PROS-04-PCN-20 1.00 (FOR P.O.C. 'B' ONLY): , \ ,t, _ ,`'• - '' } '' x= 0 C 1032 COMPENSATING DRIP � I �4„ THIS SHEET. SEE DETAIL K, Y- r., + VALVE SIZE EMITTER w/THREADED SHEET L-26 FOR TYPICAL CONTRACTOR TO PROVIDE TWO HUNTER PROS-04-PCN-XX POP-UP BUBBLERS PER ;�,., I r ; INLET b"" , , SHRUB EMITTER LAYOUT. TREE TO MEET THE ABOVE SCHEDULE. CONTRACTOR TO MAINTAIN VALVE A MAXIMUM COMBINED FLOW OF 51 GPM HAS BEEN �`�4 ! ' �f,« m, HYDRO-ZONE GROUPING AS SHOWN ON PLAN. DESIGNED FOR P.O.C. 'B' ONE VALVE FROM {\., �. t ` ` \`; \ \` "` ` CONTROLLER 'X'AND ON VALVE FROM CONTROLLER Y) "" ' I"' _ v `{ 11 1 11 * REFER TO PLANTING PLAN LEGEND, SHEET L-28, FOR TREE SPECIES. "' PIPE MANUFACTURER NOTE: ?_z Q: \,ti, 43 \ \\ 1 `,• `, CONTRACTOR TO PROVIDE CUT SHEETS FOR APPROVAL. ..... .. N m ���..... a: �,...,... `" __`__� ,,,,V _.. .:.fir.•-_ :.,.. C C \: j ou d Serve ce AI rt � �` �} U de r r n e ,, t,.:., , _ ,,.: . ::. .�.\` ��\\ ,�a4.P .:� � ::j�� . . a�� g � \\ '\ I r . Q r ti„ 4!,+!f .!_• \\\\\' y`., �Sk: :a\\4\�.:\P\ \ :k >.,a, �nw,,:. PLAN C R O S R E F E \,tl1: :}: .\`, t „„_ \' . k. r '�\'4 \ ,\ \ \\ o E ♦ :\ '\ \\ \' 4: J J O \,\h a. G � a . T LL FREE DRIP VALVE NOTE: * * NOZZLE SUBSTITUTION NOTE: FOR NOTES AND LEGENDS SEE THIS SHEET \ GR1F oP„e v, v\\ 444\\\\`\1�\ YJ :�:vkl::}: :\v\�\';\}.:\v,, = . �:y'.. CONTRACTOR SHALL USE RAINBIRD 5' RADIUS NOZZLES IN AREAS TOO SMALL """�.�' .,, ,,.,.-,,, ,,,,,,,,,,,,;;� ��"` -„„, . CONTRACTOR TO ADJUST PRESSURE REGULATOR, FOR IRRIGATION DETAILS, SEE SHEET L-26 _ _ _ _ _ __ FOR HUNTER 7' RADIUS NOZZLES. W W LOCATED ON VALVE, TO NO MORE THAN 50 PSI AT THE FOR IRRIGATION CALCULATIONS SEE SHEET L-27 `w'„ m , w w ,, //(((/ 11�1� 1 -800 FIRST DRIP EMITTER AND NO LESS THAN 15 PSI AT THE FOR IRRIGATION SPECIFICATIONS SEE SHEET L-4 W m~ �""""� �""""""""v,.., w.. �,.,"- �M.....�.: x . a LL LAST DRIP EMITTER. up 2 , ' 0 10' 20' 40' 801 m O FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-28 & L-34 w�mm • rLn a n a 422-4133 FOR CORRESPONDING CONSTRUCTION PLANS, SEE SHEET L-2 & L-8 :� n Ic m ,� 20 OF 42 SHTS. � : �w8m <iZ Y y f is TWO WORKING DAYS BEFORE YOU DIG . . . r' ,; e .'�'�Z�II­IIIItIrt�1.IM_�I!I�''.,�1 '.:1�.1-�:"1\"A1.ft(I11-1,_ "�,��­--t-j ,"��F\�L11.,',�I-I.-/I 11 -7 41 \rk\1r\%1tl\s*�N#�44f,If.�.0w�WW'!00w"/-"--49*25*41NNN \%%\r\\r1t%%sf#Nff4W'4wwtW.f�fI i!i!_---ft" —112941 Jk%%\\\rt\kr4k4foffttWt4WWW,,0,"��0""0 rNW!33,)I i7(0y(6:I5' !a4A3)i—,1r�) UI ial l �" - - - - . = 1 - ■ ES \­.%-,.1"--�t",v 0�.'.I�1_:"1­1.1 I��i��--�,7-.':_..1,1L,­...._�..:_W-_-.,.�(\,.�,���,.4,,1#.-II.-.�`I:­I.�-­.��.....-.�,-I"`-A1 11-,��:,,�,1,.1>."­._, ,...%.-',':_1..�1--�1:,l-1.w::T: :..'1—,_��,...1"II_I�.l.�.._�..,in'1.4I'1I.1.-��14h'_1F'I,T",L-.1:..,_"1-:::,:­I1I.�.,:I,I:�Zil14F.�,�.,�—,,-�NLll.--...�1�­..�...I..­:!,;..-z.,..l,I..1,1,.1. ,� EET L_24 •-�.. ,1. �� ��� 1 , W-131 f _ fi ads „a ��°°° \ 'R 8 • !� ♦ . `� xF t� `� P•-, W-13 ♦ L A N D S C A P E ! f R E .. »., . I �� ARCHITECTURE �x �,, \� •\�, ��, •' ,' J` _' r R SITE P L A N N I N G ■ I \ a .°� .' ;.'�, tiab W 18 _ ' . ram ' `'e�" 1 �fi�°�fi r`! % ,r 10221-A Trademark Street W--13 •i• ,�,•' z j r / Rancho Cucamonga, CA 91730 909 484 2800 IA '1 i Q fi1\ ! -13 I _ 1 W13 fi,.... .fi. \� ! Fax 909 484-2802 ■ s ,-, ,,, R\ta rfi, ' rr o W-13' a =., - - ! r'( 'o' Ric Krumwiede . . . 1 c .,. r j` �q _ .. 1 ; VALVE AREA P.O.C. A'— o CALic. 2834 '0 fi'. � - . 0 , AZ Lic.#29115 ■ �-- ',,,r �` fia fi gs'' \ - - �� �o NV Lic.#446 # ',fiN w �. _ a 1 1. "vr,d TX.Lic.# 1884 h �, +a. 3 fie, v� r .fi CONTROLLER W . _ ,naa ,n '. a a• �\ ', is 3 @:°` •' H \ _ �-' fi• b \� a - a k•., I y \',' ,.' �` ;..:.. rr a W-13'' W-13,Ec;; ':I �' ,fip. IS CA pF :'r'..--�� i,. . �- �;u ,,.;,,= a u :_r,. ;;:{ : :_ Y-23 Sufi_, II ►/ III ,I �P q I '.,! ■ •', ,•,•.ga.• •',•, .:. .• ;;;fir i`:-- •'` ':1i{ii r k f U fi ;, „ � fi ey g ' \, s........., 5: :::::::'Y.,.,.,.v.,.. "., "."`., ca (tf Nµ _ y`v....,..Y�... ...,.,� ,.,, ,RI'' s { ,n ,I / ...,n» o h.;., `,'v\� :.,,v, t,\q ,V ::v. 'ti..n....,v.Y„x• a ,..,.i; =1-A." \ 2 c +�fi DetB 11 fi € » 1; h M1{. »» .,,•:; :E fi, a . N 1-11-Ole ` ., W 3 ; ; %` ; �..� _. :m mm` , { 1f,. v=:---„_,J: _ afi 15 W-1 8 W-2 Date . ,�a'yy '�`4\. ,�4\ t t :�:::::i�,"1, _; .tvv'ac'a'cfi• ,.R� 'a'0°°'h ' ':'_� _���l� __.vv,,,>.�..:J, v`w..k a ►I // II �� `tO`�` ,; _ „ : ,.::: .,.n� .... I €€t \ {; :r 1 1 1 of c p� 4 { ' € :' �k= F - :.: .; :; e_::' <t\ u W 4 22 W-1 10 W-2 8 , a t, 7 =�,,,3 �.�::::�ri^ t_<� ,,�I i� :i 21 `,•u�' 9@� __' � � �TREE BUBBLER SCHEDULE n � £A:= n� ., _ 1q n , ' 11_ v Z:» 3rw\Y. ... I s.•a-_.e�,,,�,_- ---------------------,, v--3= "4` t , "__ __ „ _._._....-c.-a,z,w.v„z. ,,,,,,,,,,,,,,,____"__.-.��„�,,,.;,em..vcw,ove � ti 2k-,`v` ' 1.1`.J �Z�: ': 1 ,,,,,WATER USAGE TR SPE IE ISdANUF. MODEL FLOW(GPMI „ _ - l;,,,__� :, Y18 F 1 11 I t, I ` _' Y-18 fi I LOW T-1 T-3 HUNTER PROS-04-PCN-50 0.25 ■ -': � q,=: n:-: 'I _ �- it%__ fi� \4 I SHRUB VALVE NOTE: t�•{ n W-6 13 W-1 11 W-2 8 LOW/MEDIUM T-2, T-10 HUNTER PROS-04-PCN-50&-10 0.25& 0.50 I■ y �� _ ,,,»` MEDIUM T-4, T-7, L-9 HUNTER PROS-04-PCN-10 0.50 ; z ,'s q� 1 ; ;--�CC--Y\-0_1I_ II;I0IEIIIE1IEI0iMr......\A...�1 U9III1IIIIIIIIIIIIIIIIIIIrW1 N4I -.-,_*-#-.II f- - - ..F.i�Tk1,,.,�",:1W1�RI�.'1I.,LI II��.,-...I":�.._-0 I��,1,�.�...�,.-::..�I 0,,�,,,,,1:.,,`-1L,-e�.,��l..�,--- a::<;:x, W-17 .� :,;....,nn,x:,:.xx:.,.:,:Pp -......\, !:fi,.:,»:: > fi� __;t,afi HIGH T-5, T-6, T-8 HUNTER PROS-04-PCN-20 1.00 ■ bV-13 ;{ 8,.fi. i\Y,,r "= g � 1 1 // /, _ _ _ _ _ z =„r y 1 LINE REPRESENTS BREAK IN IRRIGATION SYSTEM ;: 1 1 1 1 1 CONTRACTOR TO PROVIDE TWO HUNTER PROS-04-PCN-XX POP-UP BUBBLERS PER \ \' :;,;,, fi a ;, _ 7 TREE TO MEET THE ABOVE SCHEDULE. CONTRACTOR TO MAINTAIN VALVE .=,x t fi BETWEEN TWO ADJACENT SHRUB DRIP VALVES. : 1 1 p .�: N O ONE GROUPING AS SHOWN ON PLAN. ■ ti :��: X ® w � 12 W1 ' 7E.•F\ 3`,•;,,;:�.: . `` :v �§ `; 7xfkc:»r::�i."",oi6wcic., "+ic#i„0:;,r:;;;;y:;;,i,:i W T (REFER TO PLANTING PLAN LEGEND, SHEET L-28, FOR TREE SPECIES. 11 v sv:. n:;,:"y :..,.,'' . , , k /I �W-13 I/ I�'" 8 ':..r.,,.,,,,»»- - - - - - - -- - - - - - - - - - - - - - - - - - - ? .• . 18 y ,. ��, 1 O W Y............... ., ti 's SHRUB EMITTER w$ 10 w 1 14 IW2 ' c� Q SCHEDULE z.. =:, • Y� '; _ .. o ,II ,II ,►I ,., :. i. , fifi ,�C,,,,,: I '! �� � 23 v ;; C.•. it ` r .,;,a, ...,roam, t + W WATER USAGE SHRUB-SPECIES MANUE. MODEL FLOW jGPM) QUANTITY J ■ I ,,: 1 1 � fi � .• � �� ; 1 W , 1 z . 4` \ a 1 t4. LOW S-1 -S-4, S-6-S-8, S-11, S-12, RAINBIRD XBT-20-PC-1032 0.03 1 I. `\ "» _ "" `" t` ~ fi� � - { 1{ `.fig I ; r....�.::.:. .,...:::. ..." ir LL .,-...­./.....,....--*I.L.'.,.-:i.,..1,,.,.L..:,-.. .�-,,­1.I�.�,K.�.,.�.".�'.1,."�."-.,1.-�..� S-14,S-16-S-18, S-21, S-26, V-1 ■ I •'-' ;,_ ,"�'_, ___,________-__ �.7",; a: •ems`, •• "\fi""" h.• ,• tk = t:.,.' 11 ­14I 11 01<1W1-—I:: I0iIi1IiEEIm QIII - - - - :I./.I-�:�.'1. ��=I­..,f__I�''(.j-..'I.:III.\11�.'II1 I. �I<z.zP— LOW/MEDIUM S-6, S-7, V-2 RAINBIRD XBT-10-PC-1032 & 0.02 & 1 & I;_ _ Y 18 ` "" �" t`'' m Q F ,,,,,,,,,,,,,,,,, ` ,, _` 4 ne•,xxx,�,�xa�xxx�.,V.ra,..�avuvu�•a�a�,;.i,ti\" ` ,S� , \\,„1 /...a \� W XBT-20-PC-1032 ' » ■ - \'•»-,-qv!, _£yy:.v 2 7,> '{ 4<�y.,}-yz, \ ..zv.. .. .,. x ems;;, 3; ,.....,ors - - - � W1 21 W 8 W 3 IiI00T MEDIUM S-5, S-9, S-10, S-13, S-15, S-19, RAINBIRD XBT-20-PC-1032 0.03 2 (� W 13 \ _ , c). -1 W S-20, S-22-S-25, S-27, V-3-V-5 I €� »" _ ` W 1 1/2►' ►► ►I z HIGH N/A - - - W h ;r1,;, {.. : N > W X RAINBIRD XBT 20 PC 1032 0.03 3 1 , _�"�»� 1 1 '`'. n ( r 1 (n {' 18 1 i ....................... .: ...., J 'itaaeatt>? i ....,.,,,, .. CONTRACTOR TO PROVIDE THE SPECIFIED QUANTITY RAINBIRD EMMITTERS, MODEL NUMBER XBT-IO-PC-1032, PER SHRUB TO MEET THE ABOVE SCHEDULE. , � _i: ; "' \\ Y-17 CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. W I ,rs 's - ,.. �I REFER TO PLANTING PLAN LEGEND, SHEET L-34, FOR SHRUB SPECIES. SEE ? Z W-13 f,•. ,h'Z;Y::............._ \r\� {`• ", �, , .....:...�.,•: J SHEETS L-34-L-39 FOR LOCATIONS &QUANTITIES. J 1 - - - - .• `°` � 13 a° W-13 h M M ........nv..u.vv .nt' ;,":;:;:;::----1 i.,.,.,---.,---.wn,vnv::.v::::n•.wvx,v v.,v:xxn n:':.•� \ �\ '\ »h.,. ,..,,v f\ Qp 1 1 'v 'N, ............ ' 1 1 pS' ` `v x ;:,; +,.,.v a�_v :?h`4Lv-::..-------- ,c; .,2 I C 2 ; _ .. ....................... § ' k 23'. ■ \ <.�`��� 1� �. \\ \� emu; .i ,' ' ,az;. PIPE SIZING FOR LATERAL LINE CHART: 4 " �.••fi. __ I x - --,.., ;.,r,........, ............... 3/4 0-8 GPM .., , �,�a�;; ;;;,,. ,,..;...,... . ............. - 11 • ,vaw • , • • 9 I I`\a, ` 11/4" 3 22 GPM _ »»„ Y 8 II _ `--.-.,,,-,., ..,. 11/2" 23-30GPM fi _: _;: - - - -- - - - - - -- - - - - -- - --- -1 W 13 W 13 2 31-45 GPM ,x;. :1:. _;, •: ■ :, •....... : :t::: 21/2" 45 70 GPM r.hr K. : ...Y-18 \ »»,»»,,,» ,,,,,»„»,,,, ... _ ; .r...a ,\, fi Y- , .... a \ t ,,,,5, U,,,,,,,,,,,,,, t a , f' $ 8 I. E, '_ 1.\v 4 I '' 1 I .k WIRE SLEEVE SIZING CHART: ■ __,,,_z„z , _: K v, * f i i' `�:, 2 n 11 n 11 n n x� , \ a 1 fi' M; 1 1 1 14 ::: 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 1 I1r s fi ,fia' a #14 AWG 4 6 10 18 25 40 56 88 150 ; _:: . r...::::::::::::::....:.:.,.,:::: b ¢" :E Y-18 �I ti.:.........r•:::::: 3::............::?::.....:.I`••:i.. ..cE: .7. &.-".fir 1 'i fi, ''-^ 1 z: ; 1 4 +zI :, , .,.... ,":., .,.:.K.,xr.."�". ,....,,.,: ,,,,,,,,,,,,,, x .,M..x ::1 ....4N ,_ ,:.I.z",.E ; .1 11 � ¢ Z yz r : v.. ' W-13. sI I III ....., ...1,1'; � . '1 pucE i I ;;.; ,,;.' ",» ,. ' , .."_1 !2= i ................................... a`-.,.,. .::,.a.+:..., �^«t,.jilt:Sii?ii?sist;ty aa'`,t a:::x.;:,;t +, 0. '•' \.' ! _ ` '... ' „ atnz;aa k;.Y .x:.;3::::::::11x::x::,i, ^`C '=1 ` \, 2 2' , I `� ... ' I. h ... ,a.ta.`.•`.a !� .t:CiC, tt {! Y: II iI ,, _- - . _ ".` � a .1.,;%f h `i•.v:::;: v R;:;:1--i.1;u;;x;:;x»fiiiii:g:.;;,,:»i:i::;i;u::; -_- --- - - DRIP VALVE NOTE. - ; �: : r«<,<:,_,,,= __ - I - I �- __IIIoI0Mair W-I-III1�. #—.�#.,,,.,,..-..,.#,###--[-#--#y-:�,...-#I1 z0I.�#-I-10 A1...-,a,,k,,�iI.-,L,..----I..--,.,,I'IIv....1",-V1�:1<-._,,"�,,._",',LI,,,­ #,.�A,#"...':-ke,.-f:'LLL'�.�#,---����"1�,',L-.:i,-.,F 1,,.II,.,�*.," ;""..�1-.1."II1-.,I.1.._,�41-,i:...�..�1�_��2..-..1�I."i;.,�I_.'4.�...S__�.I__,,,,,-, -�...�___�..����'% _...,:.J.-..:l.I,,.:1�,;i��.k,I,,,��-"II11:,:I%�,��,�,,%�... .,­"�.`I._7.-_�.1-_!._...i1�,I-''"__1,I'l7 I�-..�.-..__-�.II.,-,_�'_.I-.­4-__'-,,I"�­,,.--.1.I..-�,-1-11�lk.I:I_�I,-_--.I",�I�--.N..-.-1-1-"1&.1.I1-1 11-­..1 1-.....1.1�I�..6I ,—%.-L-�..­­.. 1.I_�,-11,-�,.1.-"-1Y­-:I--I --2_:I-,,�.�:37 1,I 1.II 0I,- 11(Y� J,�. .;:�,,1:z!1iVi:�..:l�,.�I�_,II' ---�,-I.­,-__--.I-.---,-I-N"-,.1.II -\--.-1-3_,s�I�1,-,\t-I1�* CONTRACTOR TO ADJUST PRESSURE REGULATOR, O 1'` IL-- ,, t �[�-.,1�- I __ __ - - - I ��I.,I"'..,.-­..,�'.*-,, �.,.-1'�I-.1,1,'..r.I—.1�I I I1,1?,..�.-�1.,..-.-_I—,*_,�1,;-\,..''%,.I',..."�I..1-',I.-,."-kI"'.%I.,I-I­.—"�o-I I�1,�-'.,'I' z��',..I`,�,:i­,,-,­,.I,��',..,�i�.-""I'll�i,.�,,-.—:.�.­..,�.-r.11,�I.I-.-,,.r,1—.%.,"1.I I,,A r.i�,.I_�,.,.,E,_..-�.­.� .I.1�..,kI.­1I-I....\�tI""..' ,rk;..A. LOCATED ON VALVE TO NO MORE THAN P I ■ •' , -,,,,_: .,._� , {• {' 1 r.•••••••••• ;1; ,!` r fi "!1,1",. .,..._.j,"-,.,II,. 50 SAT THE I '\ - ,: ` » �_,. M FIRST DRIP EMITTER AND NO LESS THAN 15 PSI AT THE •" :: \. :{ :, .,, LAST DRIP EMITTER. , �„ :, :::>?:: .�_,_ : I >.vvn.:nx.x.�:E fix.:. xxv.<: :A_�,I"I"",%,;,11,.;I:'z,.'_,V,n'�1 I,' {; �.m�l,,"",��-II-��%--M,',,- iWAAAi,Ii!- M :-W,, m' _,,G0 ,..,_ _ _: „ s, 4 s. ......., " �, { ::: - __ _ __ - --- _- - - --- - - _ - - - _-- ____ - - -- - vh�. _ _ _ - _ - - - - - --- --- -- -- - -- - - - - - - -- - - --- - -- - _ - -- --- �eyl (1 , <cCJ Ar,LKYR,�T:�ECEiD 0B.-Y�, -_�,,1,'1_1� =" .6C"r=-=. `'­ �. V .sp a w\ <:,v _,,y,,. ,wvv�a.n-::::: n fi :i :E ,,0�V1,,I� „ :{ ,��1'� t . ::::;Y• •z .• „xvova •," ti.,, ,� a , , -,•- Y 23 I _ », .. ` Y2 •A/-1 2 '�v,.v, , , R,+:k,..;...;•` _ - _ vuw•:::::t n ,fi ,, ;;y:::•.:. ;, •Y , h_` _ au. . c` ...... ,,,,,.,,ru fi, fi v�.`n -_\` •' .� v. t�sEZv`vv ',,: :� v':\l+"• \\E\ - --- ^ t" - _ ,� ,,, __ ' 2„t ,i w t: .di:h:: \ ,t ...g• '� --�: ��r v-�:`:, y, y.rt,: tyx••+y ;,:tyav:::.vy; - Y 23 r_ ^`,,._ Y-23' _` h\ vva4\w,ah 7 ..... �;. , \ ' Y 23 , S ' k \ ECE , \ i J�D — �,n fi . .a.•. w: , . . ,., ._. >.. ., . � . ..., `'`-'-' ,�,>,xti, as "• ."�+.' \� ' Y 23' 1 AR a`:\\\vr v�-, •:Nr,V4Yew,oYoaiuw,' xe- a.,,.,:a>a� y , �b'roa,a`.w. •.�,, hh,sa\.. .Ca, 4..r E..\ �,osc' a rw.. .a4•'.+a�,n,row, ..h„ ,'am"a _,gin,• ,v ' Via.\ .',\u•.wee••,avroa 1 Y l.�V� QY-23 ." Ff i � - �- i P{JDL1�3'YIKJHKSIr�T ■ , � : w q i \ ,/ , *.. ' . These plans have been reviewed by the Coachella Valley Water 1_ °' Y_23 District in accordance with Water code Title 7, Division 1, Chapter 3, %N - - - - - = () - - - 2 - - - - - - - - - `.11`ti= - - - "� - - - - - - . - - ■ - - - - - - ■ . Article 10.8, Section 65597 et seq. requiring landscape and irrigation ,x6- • ' "` ■ design in cooperation with the local governing agency (City or i ' County). 0 Approval of this drawing by CVWD Staff does not constitute approval � n GATEWAY DRIVE ; to encroach into district and USBR Rights-of-Way. Trees, plants, L i walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first - _ _ _ - - ____ obtaining an encroachment permit from CVWD. - LIMIT OF WORK ate Water Management Supervisor A Development Service Supervisor E) A W► � i SHEET KEY MAP w N.T.S. MZR/MWP I \ o S .0 \ wi'- I : v 'v� aw °hit \ 4 v� x_ k. t t� < ` • . N �+ y 7 _ 'e'er. .\...,�i N \ `fEl - t kr 7/13/06 N ;,,,. S, ;A\V4vA\ , :.fll \k\.. Q .. 2 N .h\; k `\\ \ \\� M ,.\C\t\ 4 \ 7 f'R4 ,.. ,...�` \ , �, z, � 1 o \ \`,-\\\n\?f;h t`r t=\ fi= �\ \ \ \\4\ \�\ k\ \ `4 h 4 a z I ' t$ i \.\~ t\i.4 ` \4\\ \v \ `4 z 1 tl = 201-011 v v (� \ \4\ �, b z`-` - # l:*;\„ ,` . {�: `' \k\ 4 ,.SN 1 • �k 4 1 . = i' . • .X aY` V-. N Under r n :1::' _: � , : -:,� .. \ 4\ ; r J \\' y g ou d Service Alert u}, [R N N *''`\'-'..�,`,v`:ti::'t 4 4 \\` f:t,�.!4?. .:.K':,." \4 _ _tom\ H\\ti x�" „ . k= VALVE SIZING KEY PLAN CROSS REFERENCES =fi, , "t ::£ � :: "` : �4 \ \ \, \ `\`�`Y j v v . ;v 2 4 t 0264 Ca . TOLL FREE ` .- J FOR NOTES AND LEGENDS SEE SHEET L-20 �..., �\ 4 — , VALVE # 1 10.—GPM _ E 1-- < < FOR IRRIGATION DETAILS, SEE SHEET L-26 � u��ww M �w w ,,,��� �� w;WW�waw x a�v w� w 3/4 VALVE SIZE ""m »»`"» M - a» ,,..-,. ..,,,,,,..., � r_ 1 -800 FOR IRRIGATION CALCULATIONS, SEE SHEET L-27 N i W ►/ FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-42 0 10' 20' 40' 80' =` 1111� L-21Em .� FOR CORRESPONDING CONSTRUCTION PLANS SEE SHEET L-3 � - : 0.- 42Z-4133 FOR CORRESPONDING PLANTING PLANS SEE HEET L- -�6 LR5 S S 29 & 35 21 OF 42 SHTS. awan TWO WORKING DAYS BEFORE YOU DIG 1 >-. vs�"::- k,., , ! �� , 1� , ,7 .< , I.I t -1 ,j' - -. , -J 4 1 1/2"WATER METER PER CVWD �LLER SEE CONTR(O C % OT METAL PIPE fNOTE PER CVWD 0 %FLOW SENSOR-- % 40' A-19".1.0 MV EVE I %% T L-23 EE SHEE CHUNE --S 2"BACKFLOW % M a All a PER CVWD AT illP.O.C. 'A' ENLARGEMENT L A N D S C A P E A R C H I T E C T U R E 11, -5 NOR--t-sma-M -a NNU-*-N=-0-10OF-0-00t--w m 5-40OF-iF-m i W-2 VV W-19 W-21- SITE PLANNING III1 02 21-A T radema rk Stre at 4D- - - r V_ 7- - - - - - - - - -41 IIN Rancho Cucamonga, CA 91730 W-21 (909) 484-2800------ Pax (909) 484-2802 VV-4. . . . . . . . . W-4 W-22 Richard Krumwisda CA Lic.#2834 AZ Lie.#2 911 5 Jim' NV Lic.#446 L I4iiiili'l ilik TX.Lic.# 1884 GERALD FORD MAINLINE NOTE: W-4 PRESSURIZED MAINLINE ALONG GERALD ....... W-21 W-1 FORD DRIVE TO BE KEPT CLEAR OF W-21 VV_19-4 EDISON EASEMENT. SEE SHEETS L I ....... ....AND L-5 FOR EASEMENT LOCATION. W 4' C.) A� T .......... Sign IVV-'C I"....... -31-08) ............ I ......... ---------- Date ............. TE: N C�V\l OF .............. L W-2'4' I.......................�11 -1------I.....P.O.C. A' NO IW L W' 1..-2-----------------I-30'.......... .............. HIS SHEET.SEE ENLARGEMENT,ir IIL IW . . ................................................... -------------<SHRUB VALVE NOTE:LINE REPRESENTS BREAK IN IRRIGATION SYSTEM II------ ........... -31 IW-2R" 1*11�.............. BETWEEN TWO ADJACENT SHRUB DRIP VALVES............... -----------< .................I .................W ri . . . .. . .0�,g C\I Ill W CL V.............. W-30---- --------------............. II- - -- -- - --- -- -- - - --- ----I W-29 ...... z Z `NW z C� -311 W 4 W-23 W-2�� > C\I W-29 <IU z W-25 ......................................................------- ----- --- lu Wz ..... ... ...... ........vv-zt) I C\I CC LL LLI 00 ---------- - -I ........... <W-30 W 30.................. M ---------- Lo------------------- ............................... < lu Uj W­ ------- L1j W 00 W 00 Z W-29' W-15 L W-24 IU) W < >z ------------------------I -29 L -4w................. ....................... .............. W U) I ....................................0 12 W-28 -25 W mi- is-in-ili _111; -Mir ;I-=_u_ IW-26 I ................... W 7- 0 k-­­(........... ............. z ILI ..W. . . . . ... W-14------------- 7 VV-30................... --------------4 < Irr ...... W�:29 .........IW-29- - - - -- -----W . ......... . - --- ---- �'W-25-29' W-29, J� .......................... . ................. /rr W-25- - - - - - - - -25' IVV-2 1,0 IW... ............W-4 U i! - - - - - - - - - -............. II------------ ---------------------------- --------- IAI W 0 IW-25-I............ W_ U� ............ W-21 I.......... .......... ........ W-2,51 I............. II--------------SHRUB VALVE NOTE:�W-5 ..........;q 4 W-3...................... ......... ............, 0. .......... ......................... . . . . . Viif-27 i'A' ............LINE REPRESENTS BREAK IN IRRIGATION SYSTEM BETWEEN TWO ADJACENT SHRUB DRIP VALVE6. I --- ----------- I ..............�zzzzz,;, 0 ..........I -9 14 'Vv-�j 9 W-9 I. .......�...... ... .. Z . .......... - - - - - - - - - - - -- - - - - - - - - - - L............................................. I. . . . . . . W-6 W-9-IJA-27�.W -11W9 i - - - - - - - - - VV- - - - - - - - - - -- - - - - - -- - - - - -an! .......... W-I-I 4 W6L W 7 VV -'-Wg IW-9:. .........W-9.- E C E 1V E r-%GATEWA__Y__-DR. -.IVE.,--____ 0 LIMIT OF WORK*SHRUB EMITTER SCHEDULE *TREE BUBBLER SCHEDULE FLOW(GPM) QUANTITY POINT OF CONNECTION NOTE FOR 'A': SHEET KEY MAP WATER USAGE SHRUB_SP_EC1ES MANUF. MODEL PIPE SIZING FOR LATERAL LINE CHART: WATER USAGE TgF:F: SpF:(-Ipq MANUF. MODEL FLOW(GPM) These plans have been reviewed by the Coachella Valley Water N.T.S. MZR/MWP 3/411 0-8 GPM LOW S-1 -S-4, S-6-S-8, S-1 1, S-1 2, RAINBIRD XBT-20-PC-1 032 0.03 1 CONTRACTOR TO MAKE POINT OF CONNECTION ill I;W;in 9-12 GPM District in accordance with Water code Title 7, Division 1, Chapter 3,S-1 4,S-1 6-S-1 8, S-21, S-26, V-1 IMMEDIATELY DOWNSTREAM OF PROPOSED 1 1/2" 1 1/4" 13-22 GPM LOW T-1, T-3 HUNTER PROS-04-PCN-50 0.25 _TLA �': ' ' ' a Article 10.8, Section 65597 et seq. requiring landscape and irrigation LOW/MEDIUM S-6, S-7, V-2 RAINBIRD XBT-1 O-PC-1 032& 0.02& 1 & DOMESTIC WATER METER (BY OTHERS). 2" R.P. 1 1/2" 23-30 GPM LOW/MEDIUM T-2, T-10 HUNTER PROS-04-PCN-50 &-10 0.25& 0.50 XBT-20-PC-1 032 0.03 1 DEVICE, BY OTHERS, 2" MASTER VALVE, 1 1/4" design in cooperation with the local governing agency (City or-45 GPM MEDIUM T-4, T-7, L-9 HUNTER PROS-04-PCN-1 0 0.50 7 31 211 2 FLOW SENSOR, AS SHOWN. REFER TO UTILITY 2 1/2" 45-70 GPM County).HIGH T-5, T-6, T-8 HUNTER PROS-04-PCN-20 1.00 JRC MEDIUM S-5, S-9, S-10, S-13, S-15, S-19, RAINBIRD XBT-20-PC-1032 0.03 2 PLANS FOR MORE INFORMATION. EXTEND S-20, S-22-S-25, S-27, V-3-V-5 PRESSURE MAINLINE TO GATE VALVE AS SHOWN. CONTRACTOR TO PROVIDE TWO HUNTER PROS-04-PCN-XX POP-UP BUBBLERS PER M TREE TO MEET THE ABOVE SCHEDULE. CONTRACTOR TO MAINTAIN VALVE Approval of this drawing by CVWD Staff does not constitute approval Jim 0 N/A CONTRACTOR TO ARRANGE AND PAY FOR L HIGH RAINBIRD XBT-20-PC-1032 0.03 3 INSTALLATION OF WATER METER AND BACKFLOW HYDRO-ZONE GROUPING AS SHOWN ON PLAN. to encroach into district and USBR Rights-of-Way. Trees, plants,BY CVWD. walls and permanent structures of any kind may not be planted or WIRE SLEEVE SIZING CHART; REFER TO PLANTING PLAN LEOEND, SHEET L-28, FOR TREE SPECIES. 7113106 CONTRACTOR TO PROVIDE THE SPECIFIED QUANTITY RAINBIRD EMMITTERS, MODEL EXISTING STATIC PRESSURE: 63 P.S.1. installed in CVWD and USBR easements or right-of-way without first 3 NUMBER XBT-10-PC-1032, PER SHRUB TO MEET THE ABOVE SCHEDULE. SYSTEM DESIGN PRESSURE: obtaining an encroachment permit from CVWD.1/211 3/411 I" 1 1/4111 1/211 211 2 1/211 311 411 54 P.S.1.CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. MAXIMUM G.P.M. DEMAND: 51 G.P.M. #14 AWG 4 6 10 18 25 40 56 88 150 REFER TO PLANTING PLAN LEGEND, SHEET L-34, FOR SHRUB SPECIES. SEE ALVE NOTE,THIS SHEET)(REFER TO MULTIPLE V L 201-011 SHEETS L-34-L-39 FOR LOCATIONS & QUANTITIES. Date Water Management Supervisor MULTIPLE VALVE NOTE 3(FOR P.O.C. "B" ONLY):Underground Service Alert CONTROLLER 'W' NOTE: ervisor< < Development Service Sup A MAXIMUM COMBINED FLOW OF 51 GPM HAS BEEN AUTOMATIC IRRIGATION CONTROLLERS TO BE MOUNTED 0264 (ONE VALVE FROM DESIGNED FOR P.O.C. 'B ...WITHIN A STAINLESS STEEL PEDESTAL, MAKE AND MODEL AS PLAN CROSS REFERENCES E E CONTROLLER 'X'AND ONE VALVE FROM CONTROLLER -Y-)a 9 C3 SPECIFIED ON IRRIGATION LEGEND. INSTALLATION LOCATION -WAYDR- G.E.-I.Call: TOLL FREE APPROXIMATE. 120 VOLT POWER PROVIDED BY OWNER. ­=..... IIRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL FOR NOTES AND LEGENDS, SEE SHEET L-20 LU W BATTERIES IN CONTROLLERS FOR BACKUP POWER. CONTACT DRIP VALVE NOTE: FOR IRRIGATION DETAILS, SEE SHEET L-26 1 -800 SCOTT KYLE 9 RAINMASTER FOR MORE INFORMATION OR CONTRACTOR TO ADJUST PRESSURE REGULATOR,HELP/CERTIFICATION WITH CONTROLLER/FLOW SENSOR FOR IRRIGATION CALCULATIONS, SEE SHEET L-27 0 1 O' 20' 40' 80' L-22 LOCATED ON VALVE, TO NO MORE THAN 50 PSI AT THE IINSTALLATION. (949) 212-8013. CONTRACTOR SHALL PROVIDE & FIRST DRIP EMITTER AND NO LESS THAN 15 PSI AT THE FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-42 INSTALL ALL NECESSARY WIRES IN CONDUIT FROM (a C= LAST DRIP EMITTER. 22 OF 42 SHTS. CONTROLLERS TO MASTER VALVE AND FLOW SENSOR. FOR CORRESPONDING CONSTRUCTION PLANS, SEE SHEET L-4 2g FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-30 & 36< TWO WORKING DAYS BEFORE YOU DIG LIMIT OF WORK LOWE'S - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - I- - - - - - z t- - - - - -11 - - - - -- - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1_ � - - - - - - - - - - - -- - - - - -- - - - - t- - - - - - - - - - - - ..................... .. n nnn-�, nnnn ip L A N 0 S A R C H I T E C T U R E : z SITE PLANNING T 102 21-A Tradame rk Stre at 40 Z-23 Rancho Cucamonga, CA 91730 Ito' Z-24 (9091 484-2BOO - - - - - - - Fax (909) 484-2802 R' h rd Krumwiede - - - - - - - - - - - - - - -23 CA Lic.#2834 AZ Lic.#29115 NV Lic.#446 TX.Lic.# 11384 -26 0 r'A DSCAP f % ...... GERALD FORD MAINLINE NO TE: na-4 PRESSURIZED MAINLINE ALONG GERALD Sig t r P.O.C. 'C' NOTE: 7- ... . . . Z-23 FORD DRIVE TO BE KEPT CLEAR OF z SEE ENLARGEMENT, THIS SHEET. EDISON EASEMENT. SEE SHEETS L-4 Z-23 !-25 AND L -5 FOR EASEMENT LOCATION. OF ----------- ................ R�Z -271 Z-25' r ------------- ---------- %! ....... -Z-20, C\I------....... 4 ,Z-2' _:.Z 22 ----------- X� z 15 W U) 0 C\I W LO . . . . . ... Uj -22 W Cn -- --- -- ---- f'Z 0 -20 Z ------ Z23 ' W CD > C\I W Z-2 < 0) I0 z < fz W Z JU............. �7_ cr U- Z_f15' LU M L LL Z-3 LU 0 0 7-15 < JU LO LU C\I . ... ....... 00 W ­Z-20 00 Z z Z-19 Z-18 < 30t Z -- -- - L -22 Opp 12 ----------------------- Z-21 Z-1 z lu Z-22' B .................. Z_ L -7-7 ............ ......... Z-22 . . . . . . fZ-2U .......... r........... ------ Z 20 0 A .......... ...... Y t 0 L ............ A 0 �7 .............. if < ................. .\, �'7 00000 0 0 f ............ Y-2 Uj �j Z-Z W 0 �'Y Uj Z-20 T_ .......... .................. z-zu ............ Lij z Uj Cf) Z-7 7-7' z -7 '6- SHRUB VALVE NOTE: aLINE REPRESENTS BREAK IN IRRIGATION SYSTEM RE CE.rove v -a-No BETWEEN TWO ADJACENT SHRUB DRIP VALVES. 22 Z_ Z 5 MATCHLINE SEE SHEET ift 18 ?PT16 aaaaICI These plans have been reviewed by the Coachella Valley Water District in accordance with Water code Title 7, Division 1, Chapter 3, POINT OF CONNECTION NOTE FOR 'C': VALVE AREA P.O.C. Article 10.8, Section 65597 et seq. requiring landscape and irrigation CONTRACTOR TO MAKE POINT OF CONNECTION design in cooperation with the local governing agency (City or IMMEDIATELY DOWNSTREAM OF PROPOSED 1 1/2" CONTROLLERT: *SHRUB EMITTER SCHEDULE County). DOMESTIC WATER METER (BY OTHERS). 2" R.P. A WATER USAGE SHRUB-SPECIES MANUF. MODE FLOW(GPM) QUANTIT Approval of this drawing by CVWD Staff does not constitute approval DEVICE, BY OTHERS, 2" MASTER VALVE, 1 1/4" 00 14 9 fi-2 1 9 FLOW SENSOR, AS SHOWN. REFER TO UTILITY /7�,PLANS FOR MORE INFORMATION. EXTEND LOW S-1 —S-4, S-6—S-8, S-11, S-12, RAINBIRD XBT-20-PC-1 032 0.03 1 to encroach into district and USBR Rights-of-Way. Trees, plants, A PRESSURE MAINLINE TO GATE VALVE AS SHOWN. S-1 4,S-1 6—S-1 8, S-21, S-26, V-1 walls and permanent structures of any kind may not be planted or CONTRACTOR TO ARRANGE AND PAY FOR LOW/MEDIUM S-6, S-7, V-2 RAINBIRD XBT-10-PC-1032& 0.02 & 1 & installed in CVWD and USBR easements or right-of-way without first INSTALLATION OF WATER METER AND BACKFLOW A BY CVWD. XBT-20-PC-1 032 0.03 1 obtaining an encroachment permit from CVWD. '4\ 22 1522 t'Z-2 16 2 MEDIUM S-5, S-9, S-10, S-13, S-15, S-19, RAINBIRD XBT-20-PC-1 032 0.03 2 A EXISTING STATIC PRESSURE: 62 P.S.I. S-20, S-22—S-25, S-27, V-3—V-5 SYSTEM DESIGN PRESSURE: 55 P.S.I. HIGH N/A RAINBIRD XBT-20-PC-1 032 0.03 3 MAXIMUM G.P.M. DEMAND: 51 G.P.M. Date Water Management Supervisor rZ-1"3**\ rZ-"23**\ (REFER TO MULTIPLE VALVE NOTE,THIS SHEET) rZ-3 15 15 14 CONTRACTOR TO PROVIDE THE SPECIFIED QUANTITY RAINBIRD EMMITTERS, MODEL CONTROLLER 7 NOTE: AUTOMATIC IRRIGATION CONTROLLERS TO BE MOUNTED NUMBER XBT-1 O-PC-1 032, PER SHRUB TO MEET THE ABOVE SCHEDULE. Development Service Supervisor WITHIN A STAINLESS STEEL PEDESTAL, MAKE AND MODEL AS CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. PER CVWD 1 1/2"WATER METER rZ-24*\ SPECIFIED ON IRRIGATION LEGEND. INSTALLATION LOCATION rZ 4 12 11 9 REFER TO PLANTING PLAN LEGEND, SHEET L-34, FOR SHRUB SPECIES. SEE APPROXIMATE. 120 VOLT POWER PROVIDED BY OWNER. SHEETS L-34—L-39 FOR LOCATIONS &QUANTITIES. 10 SEE CONTROLLER SHEET KEY MAP IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL % NOTE N.T.S. MZR/MWP .2 METAL PIPE BATTERIES IN CONTROLLERS FOR BACKUP POWER. CONTACT PER CVWD % .............. �:x..... FLOW SENSOR INSTALLATION. (949) 212-8013. CONTRACTOR SHALL PROVIDE& GATE VALVE wm** rZ-2 HELP/CERTIFICATION WITH CONTROLLER/FLOW SENSOR tZ-�5 10 30 2 SCOTT KYLE @ RAINMASTER FOR MORE INFORMATION OR tz_1A *TREE BUBBLER SCHEDULE INSTALL ALL NECESSARY WIRES IN CONDUIT FROM CONTROLLERS TO MASTER VALVE AND FLOW SENSOR. JRC WATER USAGE TREE SPECIES MANUF. MODE w PIPE SIZING FOR LATERAL LINE CHART: FLOW(GPM 9 3/411 0-8 GPM rZ-WN rZ-"1'6-\ tZ-26N 15 2 8 9-12 GPM LOW T-1, T-3 HUNTER PROS-04-PCN-50 0.25 11/4" 13 LOW/MEDIUM % —22 GPM T HUNTER PROS-04-PCN-50& -10 0.25 &0.50-2, T-10 1112" 23-30 GPM MEDIUM T-4, T-7, L-9 HUNTER PROS-04-PCN-10 0.50 7/13/06 2"BACKFLOW 211 31-45 GPM HIGH T-5, T-6, T-8 HUNTER PROS-04-PCN-20 1.00 3 PER CVWD 2112" 45-70 GPM cc R CONTRACTOR TO PROVIDE TWO HUNTER PROS-04-PCN-XX POP-UP BUBBLERS PER rZ-7 rZ-2 7*N 14 .............rz-I P.O.C. 'C' ENLARGEMENT 18 TREE TO MEET THE ABOVE SCHEDULE. CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. 1 201-011 REFER TO PLANTING PLAN LEGEND, SHEET L-28, FOR TREE SPECIES. WIRE SLEEVE SIZING CHART: N C4 % rZ-28\ t*7�8 12 tZ71 8*N 2 10 3 Underground Service Alert 1/2" 3/4" 1 1 1/4"1 1/2" 2" 2 1/2" 3" 4" 4 AWG 4 6 10 18 25 40 56 88 150 #1 VALVE SIZING KEY PLAN CROSS REFERENCES 0264 .1p EE m -------- 0 0 Call: TOLL FREE rZ-2"9\ 4 2 FOR NOTES AND LEGENDS, SEE SHEET L-20 tz-1�9 VALVE # GPM rz 9 1<M1**N 10 — FOR IRRIGATION DETAILS, SEE SHEET L-26 VALVE SIZE FOR IRRIGATION CALCULATIONS, SEE SHEET L-27 DRIP VALVE NOTE: 1 -800 CONTRACTOR TO ADJUST PRESSURE REGULATOR, FOR CORRESPONDING CONSTRUCTION PLANS, SEE SHEET L-5 0 10' 20' 40' 80' LOCATED ON VALVE, TO NO MORE THAN 50 PSI AT THE rZ-30*N ca 2 7 rZ-20"\ 16 1 rz-"10**N L-23 U t FIRST DRIP EMITTER AND NO LESS THAN 15 PSI AT THE FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-31 & 37 LAST DRIP EMITTER. FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-42 23 OF 42 SHTS. 2 TWO WORKING DAYS BEFORE YOU DIG 4; I ' i IE16 LIMIT OF WORK ... �,,..,.,,� \,s .» ,•aa�wwaww av m, ww.,mivwrva ��. .va a„wavwmv,s ..vaiw:w >wc me w..vvovvtx a,. ... wvacaaw.�.«,. m. Joc w�wwavxmxc ra xo awJrowvavaaaf ow ow` .rmr........v x,, wv mwuw,�mv m• ■ ia. ,�r:�i::'+�i!x'::�t:.�»:a�?�.::�x�tatitt>":�v.�4?:a»t•»t:: � n., :�tfi::•�tr•;Ntnx,:,H»r;�R:»r:;�tw;;�r;'mtit::»tv,:,a!?�,�>:a.t�tf::7!w»zr:�trza�i: •;:i»�:»:�txt+t•:�R?�':.•ttRtt:;��v. '::a,�rs>'ttx=;»x-; t` § y V i 's r s s r ,...:• ....� `.. 1 .. v....:............... .. ........... .,] T�� :^.):-•:.�;5:::::::::::;:::T}+F,�5.:::::'.'.:;:::::XviT:,;^...........:^.:Ta.;...>::::....:'.:::`.Tti i,:;R:: ■ .. .... , L A N D S C A P E ARCHITECTURE Z-30 ■ SHRUB VALVE NOTE: SITE PLANNING 10221-A Trademark Street ■ LINE REPRESENTS BREAK IN IRRIGATION SYSTEM Rancho Cucamonga, CA 91730 (90 91 48 4-2800 BETWEEN TWO ADJACENT SHRUB DRIP VALVES. Fax (909) 484-2802 aaxn•. ■ , 1 ■ .• •o Richard Krumwiede E I 1 E ---------------- �1 e CA Lic.#2834 . . . . .. . . o a sx tt x AZ Lic.#29115 LO • NV Lic.#446 i N ■ , I 1 N ••r•,o TX"Lic.# 1884 % 1 i Z 2fi, Z-28r CA t _- P _ -------- W _ a ■ -,;,,'fir ;. . .•. . . . .., . . ... .•,".• ..•.•.• - �� y� w/FA'90 � � rum ea ti � W, i " L \ 0 4 1111 gnat ' SiW 317eD ate L �X-28 :":: � `i M 1 1 1 a � 1 V X28 T *TREE BUBBLER SCHEDULE j co .�' � �, • ; I WATER USAGE �` IEEE SPECIES MANUF. MODEL FLOW(GPM) 9. LOW zz„v 1 LOW/MEDIUM T-2, T-10 HUNTER PROS-04-PCN-50 &-10 0.25 &0.50 5 -` ' ' MEDIUM T-4, T-7, L-9 W rtt w ;•z; 'i r 1 1 HUNTER PROS-04-PCN-10 0.50 S , , X 29 , HIGH T-5 T-6 T-8 HUNTER PROS-04-PCN-20 1.00 t t CONTRACTOR TO PROVIDE TWO HUNTER PROS-04-PCN-XX POP-UP BUBBLERS PER V W r 1 1 TREE TO MEET THE ABOVE SCHEDULE. CONTRACTOR TO MAINTAIN VALVE Q W ....; ,' X-29 `�` '` ,�.:,;.s.�,..,, 'ti :'t': ; ; HYDRO-ZONE GROUPING AS SHOWN ON PLAN. Z r W DRO LEGEND, SHEET L-28, FOR TREE P ~ (I W N REFER TO PLANTING PLAN LE END S ECIES. v ��� haiy� ... t !, i..��2 :F: i `^i�;.k "y.�vT:.._v :i .. •-�b,`k.. .. .'..'� :'�%.s I LIJ I11 f k z .L — _ EMITTER SCHEDULEfru- , ;,:...._.y •:, _`:,._....... ,., `•�".v`;hi� .-'Z�..t""'"ti �:: $� !i v .-�. \`L.v.....vv.,n. ��;I,•�,' +,,6J ,.J :..,•,.. :: >... M1\;,\a.. i b.. " I r . � .'� �� > ' Linm UWATER USAGE SHRUB SPEGIES MANUF. MODEL FLOW(GPM) QUANTITY Uj N tu LOW z.,....::.. RAINBIRD XBT-20-PC-1032 0.03 1 � ...�<..,�.- ••'�;r��s'•�.��: . -v:.. \\g,� �*"�.� � �\� S 14,S 6 S S,1S 26,1V �z "'X28 r ' �"ahR " N r -_ '",r _ LOW/MEDIUM S-6 S-7 V-2 RAINBIRD XBT-I0-PC-1032 & — ..�, aa.._......C I , T- ��' 1 1 r, �15 ::: :::'::h XBT-20-PC-1032 0.03 1Cc ,.�a� •"wa '� I _ h.. 'r' \ +X y � � l �z.^D`}�.\'0.\\�,XU�' ;:n.,,..,.,...•,...,,....�-.p MEDIUM - - - - - - RAINBIRD - - - X-28 • •, .............. S 5, S 9, S 10, S 13, S 15, S 19, R XBT 20 PC 1032 003 2 X-28. a�.,. : • - 0, S-22-S-25, S-27, V 3-V- __ ■ . r " ,.�u��\; - r " X-28* F ... HIGH N/A • RAINBIRD XBT 20 PC 1032 0.03 3 r w. • :• CONTRACTOR TO PROVIDE THE SPECIFIED QUANTITY RAINBIRD EMMITTERS MODEL X-28 r -- X-28 s'. lu • `;.- ^" 4- ��"° NUMBER XBT-I O-PC-1032, PER SHRUB TO MEET THE ABOVE SCHEDULE. X-33 ':,�' ■• CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. 40 ♦ t� "'� REFER TO PLANTING PLAN LEGEND, SHEET L-34, FOR SHRUB SPECIES. SEE ;1 �A X 28rX-3 � �' SHEETS L-34-L-39 FOR LOCATIONS &QUANTITIES. e o- - ' S X28• ," , 31 -------------- �fI7 0 1 r �. 2 4 , .,::,:::.•.•• s. PI SIZING LATERAL LINE CHART. ............................. Y PE G FOR LAT � ■ 1 1 11 Z. 3/4" 0-8 GPM 9-12 GPM 11/4" 13-22 GPM v4 iy I 1 , , t Z Y 3° • ■ n f..r \?.:�� �.�, _\ 3 ,,�,a `\ �" 11/2" 23-30 GPM ' 2" 31-45 GPM Q 4\\\\ 2 1l i £ 45-70 GPM Xx X-36 - - - •♦ _ WIRE SLEEVE SIZING CHART: o 1/2" 3/411 111 1 1/4"1 1/2,1 2„ 2 1/2,1 311 411 "` , \ a • #14 AWG 4 6 10 18 25 40 56 88 1500 ■ N \\ , k• 1 i` Y Y2 SPRAY HEAD NOTE. ; �� ; i f `'.�, °� •' s' r' LJ SPRAY HEADS FOR TURF TO BE LOCATED 18" o ' CLEAR OF ALL HARDSCAPE EDGES AND WALLS. b� 7 1Y-1 Y-2 t� � w�\ia a�:� • � ,,,., ti 2' MULTIPLE VALVE ��'Y-2 F NOTE i } �4 j (FOR P.O.C. 'B' ONLY) r . Y- I j ( 3 RE ! i ;;, Y ? '�' �► A MAXIMUM COMBINED FLOW OF 51 GPM HAS BEEN E)✓ D DESIGNED FOR P.O.C. B (ONE VALVE FROM CONTROLLER 'X'AND ONE VALVE FROM CONTROLLER 'Y') JUL 18 4'306 ■-� _;.' DRIP VALVE NOTE: •�. CONTRACTOR TO ADJUST PRESSURE REGULATOR, • LOCATED ON VALVE, TO NO MORE THAN 50 PSI AT THE These plans have been reviewed by the Coachella Valley Water SEE SHEET L-2 1 FIRST DRIP EMITTER AND NO LESS THAN 15 PSI AT THE District in accordance with Water code Title 7, Division 1, Chapter 3, . LAST DRIP EMITTER. Article 10.8, Section 65597 et seq. requiring landscape and irrigation r '-44 design in cooperation with the local governing agency (City or County). A Approval of this drawing by CVWD Staff does not constitute approval ^ - to encroach into district and USBR Rights-of-Way. Trees, plants, / \ walls and permanent structures of any kind may not be planted or j installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. k L \Date Water Management Supervisor � A . Development Service Supervisor M 11� SHEET KEY MAP qy N.T.S. MZR/MWP ` N .t;it,.l�li L' 111 i,di :ii:`I'^�•,.',..':`y�ii�.l \ '����"� c•, 'l': .`�,`\`\'.,�w't i� ���� p - R - � �... fix,.�� _ ■ Sm + \` 7 w E •, ._��"� i a s a' \ \.,\\.k :c \ i c.1 I i i J R C I 1 �. 7/13/06 •• R 1 = 201-011 a Underground ,,, :r �. 2___ rr Service Alert \ _ VALVE SIZING KEY :' i .:\ __ } I ; _ y _ t PLAN CROSS REFERENCES yy E £ Call: TOLL FREE v v 0264 Al FOR NOTES AND LEGENDS SEE SHEET L-20 wa oA E VALV E # EwA,�E ■ yp�GPM FOR IRRIGATION DETAILS, SEE SHEET L-26 _ 3/4" VALVE SIZE FOR IRRIGATION CALCULATIONS, SEE SHEET L-27 ���� �....m� ` ` �µ� tL IL �Ill (��� 1 8�0 FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-42 0, 10' 20' 40' ' �� 8o L-24 422-4133 FOR CORRESPONDING CONSTRUCTION PLANS, SEE SHEET L-6 FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-32 & 38 ! 24 OF 42 SHTS ` «¢� TWO WORKING DAYS BEFORE YOU DIG LOWE'S LIMIT OF WORK X-1�...... *TREE BUBBLER SCHEDULE 12 ---- --------------------------- -----L ------—--- ---------- -----I---------- ------------------ ------L------L------ -- ---- ------- ------ ------ -- -------- ------ ------ SHRUB VALVE NOTE: WATER USAGE TREE SPECIES MANUF. MODEL ELOW (GPM X-12, X_I ILINE REPRESENTS BREAK IN IRRIGATION SYSTEM 0 L W T-1, T-3 HUNTER PROS-04-PCN-50 0.25 ------------ ------ LOW/MEDIUM T-2, T-10 HUNTER PROS-04-PCN-50&-10 0.25&0.50 MEDIUM T-4, T-7, L-9 HUNTER PROS-04-PCN-10 0.50 BETWEEN TWO ADJACENT SHRUB DRIP VALVES. --- -------------------------------------------------------------- - -------------------------------------------------------------------------------- HIGH T-5, T-6, T-8 HUNTER PROS-04-PCN-20 1.00 LONTRACTOR TO PROVIDE TWO HUNTER PROS-04-PCN-XX POP-UP BUBBLERS PER A lITREE TO MEET THE ABOVE SCHEDULE. CONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. X-1 1 X-9 REFER TO PLANTING PLAN LEGEND, SHEET L-28, FOR TREE SPECIES. L A N D S C A P E X-13 A R C H I T E C T U R E 1'7 i! x-12 SITE PLANNING X ......... .........C\I . . . ... 102 21-A Tradema rk Stre at Rancho Cucamonga, CA 91730 3/411 0-8 GPM X . . . . X PIPE SIZING FOR LATERAL LINE CHART: 9-12 GPM (909) 484-2800 Y 7'''1 - 1 it -22 GPM 11/4" 13 Fax (909) 484-2802 11/2" 23-30 GPM X_I c ar rurnw a e IX_1 I.X-I i 2" 31-45 GPM W CA Lie.#2B34 ...................................................... 45-70 GPM AZ Lie.#2 911 5 21/2" Uj C.TX.Lic.# 1884 .................... ......U) IW ....... .......... X-23 C A,�_,................ WIRE SLEEVE SIZING CHART: 1/2" 3/4" 1 1 1/4" 1/2" 2" 2 1/2" 3" 4" F ..........W U) ...................................... #1 4 AWG 4 6 10 18 25 40 56 88 150 0 4-7 IX W X-14.... ......... -------X-10:z 7.311tu F MULTIPLE VALVE NOTE--------------- ... -7-1-1-OLUe //-8 (FOR P.O.C. 'B' ONLY):I,X ............. . . . . . .. 0 op ...........L F DE I NED FOR P.O.C. 'B' (ONE VALVE FROM AND ONE VALVE FROM CONTROLLER -Y-)-Od I............ .......... IIX_ CONTROLLER X & Y' NOTE: ..........13,� AUTOMATIC IRRIGATION CONTROLLERS TO BE MOUNTED X WITHIN A STAINLESS STEEL PEDESTAL, MAKE AND MODEL AS SPECIFIED ON IRRIGATION LEGEND. INSTALLATION LOCATION -------------------- ........... ........... APPROXIMATE. 120 VOLT POWER PROVIDED BY OWNER. ........... IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL BATTERIES IN CONTROLLERS FOR BACKUP POWER. CONTACT.............�e .11001, 0 SCOTT KYLE @ RAINMASTER FOR MORE INFORMATION OR V.............. ................... --------- SPRAY HEAD NOTE: -23 INSTALLATION. (949) 212-8013. CONTRACTOR SHALL PROVIDE &L X X-15 HELP/CERTIFICATION WITH CONTROLLER/FLOW SENSOR SPRAY HEADS TO BE LOCATED 18" CLEAR OF ALL.................. ii \ INSTALL ALL NECESSARY WIRES IN CONDUIT FROM HARDSCAPE EDGES AND WALLS. I7-CONTROLLERS TO MASTER VALVE AND FLOW SENSOR. rk EE NTROLLER NOTE U-1 CD X-23 < 0)% 1 1/2"WATER METER'48�A ------ < X PER CVWD z BALL VALVES X-23 -20, .'.X-20 X PER CVWD U) METAL PIPE j ��k to Q) W Cr ------ ..... 2"BACKFLOW U] LJJ 00 PER CVWD l-27 rw CC LL 2"MASTER VALVE <FLOW SENSOR co < (:sA.*--�TO X VALVES LO X 25 lu so ch AAM TOY VALVES-- -- ------ - LLJ I (b co W to X-2 Clu > --I 00 Z W=.�w M Mj 4 < T—%X-2 %X_ 0 . ....... \PY-7 U)............ P.O.C. '13' ENLARGEMENT . ......... ........... .... Y-29 sow 'X 4W IX 0 ----------- L X-4 U_ llY_7� 0-22 . ......I X 4:' X,—zzz1111 ............ <X-5FW ke-y 99 X ..... I kr'g-22% SHRUB EMITTER SCHEDULE ...................... MANUF_ MODEL WATER USAGE SHRUB SPECIES FLOW (GPM QUANTITY L ILOW/MEDIUM S-6, S-7, V-2 RAINBIRD XBT-10-PC-1032 & Y-4 ............................ LOW S-1 -S-4, S-6-S-8, S-11, S-12, RAINBIRD XBT-20-PC-1032 0.03 1 S-14,S-16-S-18, S-21, S-26, V-1 X-3 0.02 & 1 & XBT-20-PC-1 032 y X I0.03 1 V000.0-1— -41.X X_1 ..X-19. -20-PC-1032 S-20, S-22 S-25, S-27, V-3 V-5 0.03 2 MEDIUM S-5, S-9, S-10, S-13, S-15, S-19, RAINBIRD XBT X-22-4 I HIGH N/A RAINBIRD XBT-20-PC-1 032 0.03 3 IIT 7 00 CONTRACTOR TO PROVIDE THE SPECIFIED QUANTITY RAINBIRD EMMITTERS, MODEL I4b, NUMBER XBT-10-PC-1032, PER SHRUB TO MEET THE ABOVE SCHEDULE. IICONTRACTOR TO MAINTAIN VALVE HYDRO-ZONE GROUPING AS SHOWN ON PLAN. Y_ -------------------------....................... 4 X_ ------------ - -34, FOR SHRUB SPECIES. SEE ------------------------------- REFER TO PLANTING PLAN LEGEND, SHEET L X SHEETS L-34 L-39 FOR LOCATIONS &QUANTITIES. X-3 X 1 Y-b I0 PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE SHEET L-20 Y_ .......... ..X-3' FOR IRRIGATION DETAILS, SEE SHEET L-26 FOR IRRIGATION CALCULATIONS, SEE SHEET L-27 ............................X_19 FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-42 X FOR CORRESPONDING PLANTING PLANS, SEE SHEETS L-33 & L-39 Y-6 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-7 Y_ .. .........X-3........................... 0 I %",I I I DRIP VALVE NOTE:j X-2 Y-6 CONTRACTOR TO ADJUST PRESSURE REGULATOR, RECF-71 11 LOCATED ON VALVE, TO NO MORE THAN 50 PSI AT THE Y-6'. Y-7' FIRST DRIP EMITTER AND NO LESS THAN 15 PSI AT THE TTER. LAST DRIP EMI JUL i 8 -ins L 4 Y-6 X-1. .... .... .......I ....... ...... L------IThese plans have been reviewed by the Coachella Valley Water Y_ District in accordance with Water code Title 7, Division 1, Chapter 3,X Article 10.8, Section 65597 et seq. requiring landscape and irrigation design in cooperation with the local governing agency (City or X-3 X 3 Y-7' County). I4--------- ---­(X 9 f 71-------- -. ........ ---- ------------------ Approval of this drawing by CVWD Staff does not constitute approval L --------------- to encroach into district and USBR Rights-of-Way. Trees, plants, T walls and permanent structures of any kind may not be planted or ,%L stalled in CVWD and USBR easements or right-of-way without first X-3 obtaining an encroachment permit from CVWD.A­f, Date Water Management Supervisor y, .. ........ 'T Jill Development Service Supervisor................... I.......... .. .....-Y 15 ......... .... k..........1�9.X NOTE:................ . . . . . . TO'X'VALVES..........I"------ N.T.S. SHEET KEY MAP MZR/MWP tP.O.C. 'B' NO I I=: ...... IY-1 4 SEE ENLARGEMENT, z N ---------I ET.THIS SHE iJRC -9,y Uj 5 3 I ................................... 7/13/06 Y_ y X POINT OF CONNECTION NOTE FOR 'B':mate I I �k �� li*t Y-9 TT CONTRACTOR TO MAKE POINT OF CONNECTION M= M = 1 20f-011 C= T IMMEDIATELY DOWNSTREAM OF PROPOSED 1 1/2" C= sow 5 DOMESTIC WATER METER (BY OTHERS). 2" R.P.Y-9 -9 Y MASTER VALVE, 1 1/4" z DEVICE, BY OTHERS, 2 T�I i FLOW SENSOR, AS SHOWN.ca REFER TO UTILITY Underground Service Alert PLANS FOR MORE INFORMATION. EXTEND 4) 026 PRESSURE MAINLINE TO GATE VALVE AS SHOWN. 4 = MiNim-mrifin mu, = T Sao ca a NOTE: CONTRACTOR TO ARRANGE AND PAY FOR E C3 Call: TOLL FREE TO 'Y' VALVES INSTALLATION OF WATER METER AND BACKFLOW Y-1 0 BY CVWD.W EXISTING STATIC PRESSURE: 65 P.S.1.SYSTEM DESIGN PRESSURE: 52 P.S.1. 1 -800 MATCHLINE SEE SHEET IL-201 MAXIMUM G.P.M. DEMAND: 51 G.P.M.loll 0 1 O' 20' 40' 80'22 A, L-25(REFER TO MULTIPLE VALVE NOTE ABOVE) 25 OF 42 SHTS. 2 X-12 r ITWO WORKING DAYS BEFORE YOU DIG CONC. PAD VIEW p 1" IN LAWN AREAS 2 NOTE: LFrFntn• 2" IN PLANT AREAS Sl CONCRETE PAD FOR SUPPORT AS REQ'D AS REQ'D AS REQ'D O 2 yy OF STEEL ENCLOSURE. SIZE 1 2 1.COMMON WIRES TO BE WHITE& 1 ELECTRIC CONTROL VALVE. t &ANCHOR BOLTS AS PER 6 3 CONTROL WIRES TO BE RED IN COLOR. 3 6" MIN. ENCLOSURE SPECS. 4"MIN. *1"IN LAWN AREAS O2 RECTANGULAR VALVE BOX W/TAN 18" MAX. 0 AS REQ'D 2"IN PLANT BEDS 4 2.NO SPLICES SHALL BE MADE 15 1 3 1 2 BOLT-DOWN COVER. HEAT BRAND VALVE BETWEEN CONTROLLER&REMOTE 4 STATION NO. LID IN 2"HIGH CHARACTERS. ,:,.� ,.4,•,,, CONTROL VALVE. 12"MIN. ,,,, :, * 13 ------- 5 N 3 2"CLEAR SPACE. PEA GRAVEL ------- 3.CONTROL WIRING SEQUENCE AS REQ'D --____= CORRESPONDS TO OPERATING P 4. FINISH GRADE. I 5 s SEQUENCE OF REMOTE CONTROL 0 15 VALVES AND AUTOMATIC SPRINKLER I I = 5 PVC MALE ADAPTER(TYP.) - z 10 CONTROL-UNIT STATKA CONNECRON g SEQUENCE.SEQUENCE SHOWN ON 1 1 1 5 6 O PVC PIPE TO SPRINKLERS.ANGLE PIPE 4 ■ ■ LANDSCAPE CONTRACTOR TO PROVIDE A STRONG _ DETAIL IS FOR REFERENCE ONLY-SEE TO SPECIFIED DEPTH WITH 45 DEG.ELLS. BOX ENCLOSURE,CONTRACTOR TO SIZE AS NECESSARY AND VERIFY sO = 11 IRRIGATION PLAN FOR CORRECT VALVE PRIOR TO ORDERING"*. _- _ SEQUENCE. O COMMON BRICK(4 REQUIRED). 5 L A N D S C A P E BRONZE WYE STRAINER W/ FULL SIZE BLOW OFF VALVE 6 8 COMMON WIRE TO OTHER VALVES ON SAME _� (100 MESH) o CONTROLLER. _ v a a 7, O Z ° > ARCHITECTURE REDUCED PRESSURE BACKFLOW o o - z a e a a > a "'IV-A' ° BRASS UNION,BOTH SIDES. PREVENTER W/2 SHUT OFF VALVES. - a s e s s ° a a > SITE PLANNING r . . . . . . . . . . . . . . . . . . . . . . LEGEND: 12 •° • ° 9 3/4"CRUSHED ROCK,8"DEEP. ao '1 e° ° D.a° ° °s°°° n 6 BRASS PIPES,NIPPLES& Z 3 7 FITTINGS,TYP. 10 CONTROL/COMMON WIRES FROM CONTROLLER. 4 ( AUTOMATIC SPRINKLER CONTROLLER SECURED WITHIN AN ENCLOSURE AND QUICK PAD OR CONCRETE FOOTING. 7 102 21-A ucrademe Cucamonga, , Street Q0 REFER TO IRRIGATION LEGEND. 11 PVC SCHEDULE 40 PIPE(TYP.) Rancho 4-280 n ga, CA 917 30 WATERPROOF PRESSURE � 4"MIN. (909) 484-2800 GAUGE(0-200 PSI)ON \ 0 COLOR CODED MAP FOR VALVE LOCATION INSIDE(SEE SPECIFICATIONS) 12 PVC SXS 90 DEG.ELL 8 9 Fax (909) 484-280 2 THREADED TEE TYP ' Z ' TAPE ALL PIPING LOCATED 12 11 as■rr*i BOTH SIDES. IN CONCRETE WITH 3M O3. COMMON WIRE SHALL BE TIED INSIDE HOUSING WHEN REQUIRED. SP Series 14 10 9 8 13 WIRE CONNECTOR. 10 :• •e Richard Krumwiede ■ O O BLACK TAPE OR PVC LFf=FNn: CA Lic.#2834 PEA GRAVEL ' or° SLEEVE. (DON-OFF SWITCH AND 110 VOLT EXTERIOR OUTLET TO BE PROVIDED BY CONTRACTOR. Stainless Steel Pedestal 14 AZ Lic.#29115 O ROUND PLASTIC VALVE BOX&COVER MARKED"IRRIGATION BALL". 45. 14 MAINLINE FITTING W/SOLVENT-WELD OUTLET. : �, NV Lic.#446 USE CHRISTY FL8 BOX&FL80 LID OR EQUAL.TAN COLOR. Esamplc: Moy�a+ TX.Lic.# 1884 ■ r. :r r: O QUICK PAD-3/16"MIN.THICKNESS METAL PREFORMED PAD 24 Station Eagle • 15 COIL WIRES PER SPECIFICATIONS. PVC MAIN d �? '� Q• AS REQ'D O FINISH GRADE. FOR STRONG BOX ENCLOSURE. CONTACT SUPERINTENDENT FOR CONCRETE PAD OPTION. ttM0a�sn 13 LEGEND: 6. FINISH GRADE. NOTE: _-„ O3 BALL VALVE-SEE IRRIGATION LEGEND FOR MODEL#. O USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL FLOW�- FLOW 1- STRUCTURE OR HARDSCAPE �' `, 7. ELECTRICAL CONDUIT TO POWER SOURCE. TO PVC MALE PIPE THREADS. p S C A p 3/4"WASHED CRUSHED AGGREGATE BASE. O 2. PLASTIC VALVE BOX&COVER.TAN COLOR �p.N Fq PVC MAIN 3- FINISH GRADE O U/11 9 SCH 80 PVC MALE ADAPTER ELECTRICAL TAPE•TAPE WIRING AT INTERVALS OF 10'O.C. NOTES: O N'%g C� O5 SCH.40 PVC MALE ADAPTORS. ® (1)COMMON WIRE TO ALL RCV'S 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4- QUICK COUPLING VALVE 5 O 'y GALVANIZE COUPLING& �. ® i� GALVANIZE NIPPLE,TYP BOTH SIDES 12"CONC.THRUST 6 DECOMPOSED GRANITE LAYER (1)CONTROL WIRE TO EACH RCV 2. INSTALL Q.C.V.&BOX IN PLANTERS WHEN EVER POSSIBLE,NOT 5- STAINLESS STEEL SCREW CLAMP MIN.(3)PLACES tti r" m ELEVATION BLOCKS O PROVIDE 3"PVC SLEEVE FOR WIRES. IN TURF AREAS. 6- 3/4"WASHED CRUSHED AGGREGATE BASE U w n *V.I.T.PRODUCTS,INC.,920 S.ANDREASEN,ESCONDIDO,CALIFORNIA,92029. NOTE. O9 FILL INSIDE BASE WITH PEA GRAVEL. 7- PVC NIPPLE-SCH.80 fin• ,,,,. 8- PVC NIPPLE -6"LONG-SCH.80 9- PVC 90 DEGREE ELL.SCH.80 7-31-u NOTE: REDUCED PRESSURE BACKFLOW DEVICE SHALL BE LOCATED IN SHRUB AREAS TO ACHIEVE VISUAL SCREENING. O STRONG BOX QUICK PAD FASTENING BRACKET(2).(N/A w/CONCRETE FOOTING) * 7 31 08 A PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. o 0 10- PVC 90 DEGREE STREET ELL-SCH.80 Zoe 1 STRONG BOX QUICK PAD SUPPORT BASE OR CONCRETE PAD. 11- PVC 90 DEGREE STREET ELL-SCH.80 cf> 7-17-Ote 0 ITIr ats 12- PRESSURE SUPPLY LINE FITTING Date 1� 8'x 5/8"COPPER CLAD GROUNDING ROD. 13- PRESSURE SUPPLY LINE qrF pQ� FOR REFERENCE ONLY - 14- #4 COBAR STAKE(24"LONG) o f C AL,� 1�" TERMINATION BLOCK FOR CONTROL WIRES. +5- ,.5• fQ,S• 15- DECOMPOSED GRANITE LAYER PROJECT CLIENT BACKFLOW w/ STRONGBOX BALL VALVE PEDESTAL MOUNT CONTROLLER REMOTE CONTROL VALVE QUICK COUPLER SCALE: N.T.S. (INSTALLED BY CVWD) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. a FINISH GRADE € tr � i 13`Eal tt� $ r� `E�.; ti t 3). p k { It �t : tu� 2 `tt ,iP :", CLEAN BACKFILL-SEE SPECS -. .- tl i t FOR MATERIAL 90% COMPACTION HARDSCAPING(SEE NOTE#4) REQUIRED �: L i i$5� '�- '` REQUIRED AS 4 �n f I xz rr 5r�a \ e k M I ^ 3 ., E.<>MK+.ffi~af h__ ? '.-- .--.• y' \ � l`L t 1'r, I..L. nl \ 2 FLO _ �r 9"MAX ` I i4; r t a f . _ i : .:: ....w » e- CV W 111 1 2 i \\� i t Z Z O Z T 9 T 5 NON-PRESSURE v ' ;---.--... --------- mac., ......... ......... ^£?.. ,< ta\:- r,: ..... (4 -�i LATERAL LINE Ffp 31, ISA4 �,�`)v:A"3N#b1411YF 34f" PROVIDE 6"MIN.OF SAND DwaiwN`8 !AlNfR'im ts' BEDDING AND SHADDING 2 P CONTROL WIRE SLEEVE 6 MIN.CLEAN SAND BACKFILL. . . . �O •�r.•.�, l: .>t >.r-.•t ;r:ors?I^,:-tr; �f>.?t,{I,», ,;ee.rtr. .assss.t4: »�.ia t;tr: ?i<�.rr. t :t.��r::f,.�.�. :Is. - F s..;,lr:r SIZE PER PLAN INSTALL i. �t _ .< .•. c c :. :. .:_fs.e a r_xlr: �: '{>. Fly. (,.cr ..:•.._. ,.:.:`. �.� .. :.,..� L t:y ecl:';wr lc_ .;::.<x .Y,..s.rx,aw. ADJACENT TO PRESSURE CLEAN BACKFILL- U SLEEVE SIZE TWICE DIAMETER N SUPPLY LINE. 90% 3"MIN.CLEAN SAND BACKFILL. (� COMPACTION u Q J F tRk 1 f 4V R OFF ATTFi t Dk4111OfiIR OF NON-PRESSURE LATERAL 00 Q .r Al rl r '/1 RACK i< t€itN S s actr fe t3[# K +re t t'I N ks1 t d!$SEI�i' x ,h 1�a LINEJU v J 6 f nr;�sf 4 t i+VEfl11 is x[f3ta r ,r.K> R `\ tV8 EES£ z ,i rltx ffY s dt�SEI� k.r,r:, t:cx�r•:. W CV >5n 3\ w,!�01,"?. .m r`:>v r sy.f�y�Pr•r irc.eKl W1101 >.. K16 > >r?-.°rncLC 4x,r� 4,5i . 3 A �W c s ikkK N: of E` CAi3 SEW rs INPUT'I . rri SENSOR TERN4 Pdk (:0D,SK-DX2SF. y OO 12 s s 11 4 �'sar.,;SsdiiN1iMWJ.� t{ EVLi StW a INPUT 1+ \! :..t�4�R rllrSs`a ai b >A [3;1 •Ox3Si PRESSURE SUPPLY LINE SLEEVE PRESSURE SUPPLY LINE ■� T > 4d Tr; POWER ON tit fhc i srrcrl s' SIZE TWICE DIAMETER OF PRESSURE CONTROL WIRES ei r`tti k�trt M-0S`r K".r!., r0FFS,.: ,.�::.-.I.r he FI.Ow:«Leo { s.o0,n>3c:i.x: : .n:tlx:'.T_•N`e.o SUPPLY LINE a \ I-ICA rest.,., .oak7E.tc1 3 cc LEGEND: REFER iD 1d�TABLE Pt,`tiMDED WtTtf THE FLOW SENSC*PC*CORRECt'K AND'Off$t`E'FOR YOUR APPLICAnO Q 1. TREE TRUNK. au<: NOTES: NOTES. 2. TREE PLANTING PIT �uuu.nS. 199110A?o?+txv�f� ar....a4;..�,}f.S.- sp...,,,. a,,; ...: -.a,. 1. BELOW PAVED AREAS A MINIMUM OF 6"LAYER OF CLEAN EARTH SHALL BE 3. 2"DECOMPOSED GRANITE. LEGEND: 1. ALL SLEEVE TO BE SCH.40 PVC. INSTALLED ABOVE AND BELOW PIPING. O G 4. HUNTER PCN NOZZLE THREAD. 2. EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 5. 4"EARTH WATERING BERM. 1. EMITTER SEE IRRIGATION PLAN 6. FINISH GRADE ;' a... }3• L.,\ El ''�<(+ +r:. t _�;', x .,.l. .f o „ ,: °a ,,;,El. 2. PROVIDE MINIMUM COVER OF 24"ON PRESSURE SUPPLY LINES 3"AND LARGER. ( 2 1= r,3r 3i 6. MARLEX DOUBLE 90 STREET ELLS. FOR MODEL NUMBER AND QUANTITY) a f s3. ,, fl >, 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. tu 7. PVC SCHEDULE 80 NIPPLE 6"LONG. 7. PLANT ROOT BALL ) ..\... * c:e..>...?,:a:. u•,.t•1't ia..fi....: ..t,.., ..is i .Is,'.. f3.*e e. ,.:s 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION 8. FINISH GRADE. 2. 1/2",SCH.80 MALE. n,.l,tct;'e' 1_'..,.\E.r :t: .tr3?�.� ! i?e.? At?. ,)t;sr rt.?...<. ,r:<i r.: t,.k.,.,.. �,..�...:, 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, 9. PVC SCHEDULE 80 NIPPLE 4'MIN. 8. PLANTING PIT. STD.(24"MIN.TO 36"MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH SIDE OF RECLAIMED 10. POP-UP SPRAY HEAD NOTE: 3. PIPE FITTING ....,.t,, „w...�:_:< t:...,, ::3?: { 3ta.. ?n Is_`za .. . WATER LINE. 11. LATERAL LINE PIPE AND FITTING SEE PLANTING DETAILS,SHEET L-40,FOR 4. LATERAL PIPE AND FITTING. 4. BUNDLE WIRES WITH TAPE EVERY 10'. 12. ROOTBALL. MORE INFO. 5. 2"COMPACTED DECOMPOSED GRANITE NOTE: akLL ENI CABLE UST BE CERTIFIED Y SEE PLANTING DETAILS,SHEET L-40, FOR MASTER � 2'�. �"'�: g�__ j j 1� MORE INFO. FUNIN STEMS SHEET TITLE TREE BUBBLER ABOVE GRADE DRIP EMITTER ASSEMBLY FLOW SENSOR SLEEVING DETAIL TRENCHING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. WATER CONSERVATION CONCEPT STATMENT PROJECT SITE: PARCEL 3 OF TRACK NO. 27213 & PARCEL A OF PMW 00-19 PROJECT LOCATION:35751 GATEWAY DRIVE, PALM DESERT, CA j LANDSCAPE ARCHITECT: RICHARD W. KRUMWIEDE INCLUDED IN THIS PROJECT SUBMITTAL PACKAGE ARE: (CHECK TO INDICATE COMPLETION) • X 1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: TYPICAL DRIP EMITTER NOTE: CONVENTIONAL LANDSCAPE: 3,161 100 CUBIC FEET/YEAR laaaaaaa + RECREATIONAL TURFGRASS LANDSCAPE: 407 100 CUBIC FEET/YEAR (IF APPLICABLE) SYMBOL REFERS TO TYPE AND NUMBER OF DRIP EMITTERS IRRIGATION GUIDE FOR TREES, SHRUBS & GROUND COVERS IN THE COACHELLA VALLEY MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 3,568 100 CUBIC FEET/YEAR 4; REQUIRED PER PLANT AT LOCATION INDICATED. TREES/SHRUBS JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC Q fi€ X 2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: re ® RAINBIRD-XBT-20-PC-1032 0.03 GPM QTY: 1 4\ L } 4' *HIGH 45 56 53 59 60 59 59 57 63 52 44 42 TURFGRASS HYDROZONES: 2956 100 CUBIC FEET/YEAR E.: LOW WATER USE SHRUBS (S-1 -S-4, S-8, S-9, S-11, '=X-2 S-12, S-14,S-16-S-18, S-21, S-26, V-1 RECREATIONAL TURFGRASS HYDROZONES: N/A 100 CUBIC FEET/YEAR ) LEGEND: *MEDIUM 31 35 33 38 39 38 38 37 41 33 28 28 VERY LOW PLANT HYDORZONES: 98 100 CUBIC FEET/YEAR A RAINBIRD-XBT-20-PC-1032 0.02 &0.03 GPM QTY: 1 EA. O 2 15 7 12 4 1 O 2"COMPACTED LAYER OF DECOMPOSED GRANITE. LOW PLANT HYDROZONES: N/A 100 CUBIC FEET/YEAR ® LOW/MEDIUM WATER USE SHRUBS (S-6, S-7, V-2) ❑ RAINBIRD-XBT-20-PD-1032 0-03 GPM QTY: 2 O FINISH GRADE. *LOW 14 21 16 17 18 181 18 17 18 16 14 14 MEDIUM PLANT HYDROZONES: 212 100 CUBIC FEET/YEAR ......... : HIGH PLANT HYDROZONES: N/A 100 CUBIC FEET/YEAR MEDIUM WATER USE SHRUBS (S-5, S-9, S-10, S-13, S-15, O PVC LATERAL LINE,SIZE PER PLAN. GALLONS PER DAY FOR SMALL SHRUBS AND GROUND COVERS WATER FEATURES: 18 100 CUBIC FEET/YEAR S-19, S-20, S-22-S-25, S-27, V-3-V-5) O4 AUTOMATIC CONTROL VALVE PER PLAN. �, ' M RAINBIRD-XBT-20-PC-1032 0.03 GPM QTY: 3 TREES/SHRUBS JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC TREE HYDROZONES: 31 100 CUBIC FEET/YEAR O PRESSURE REDUCER PER PLAN. ESTIMATED ANNUAL TOTAL APPLIED WATER USE: 3,315 100 CUBIC FEET/YEAR i` HIGH WATER USE SHRUBS (N/A) 14 5 P O IN LINE WYE FILTER TURN UP FOR MAINT. *HIGH 2.4 2.8 2.8 3.1 3.0 3.1 3.1 3.0 3.2 2.8 2.3 2.1 X 3. EATAWU <MAAWA 3 19 O WATERPROOF WIRE CONNECTORS :......, PER SPECIFICATIONS. t '. `` '\y-• REFER TO SHRUB PLANTING PLAN,SHEET L-34 FOR PLANT *MEDIUM 1.8 1.9 1.8 2.0 2.0 2.0 2.0 2.1 1.0 1.8 1.6 1.4 LEGEND. SEE DRIP EMITTER PLACEMENT DETAIL FOR TYPICAL O PILOT WIRE. X 4. LANDSCAPE DESIGN PLAN 19 EMITTER PLACEMENT. 09 COMMON WIRE. *LOW .7 .9 .9 1.0 .9 .9 .9 .9 1.0 .9 .7 .7 :I X _ 5. IRRIGATION DESIGN PLAN 13 10 PEA GRAVEL(MIN.3 CU.FT.) "t�_:::::: IRRIGATION EQUIPMENT NOTE: PIPE SIZING FOR LATERAL LINE CHART: 11 BRICK SUPPORT(4 REQUIRED). GALLONS PER DAY FOR SMALL SHRUBS AND GROUND COVERS REFER TO SHEET L-20 FOR ALL NOTES AND PIPE SIZING GPM SYMBOL O 6. GRADING DESIGN PLAN -13 LEGENDS, 12 RECTANGULAR VALVE BOX w/BOLT ;`• t; 16 17 8 9 6 10 11 DOWN COVER PER SPECIFICATIONS. IRRIGATION DAY PER WEEK 3/4" 0-8 GPM -}- 7. SOIL CHEMICAL ANANLYSIS (OPTIONAL) j 13 PVC UNION FOR SERVICING ASSEMBLY.,.;. VALVE NOTE: 2 3 4 5 6 7 7 6 5 4 3 2 DESCRIPTION OF PROJECT: THE LANDSCAPE DESIGN IS INTENDED TO CONSERVE ill 9-12 GPM VALVE SHOWN FOR GRAPHIC CLARITY, �- 1a BALL VALVE. CONTRACTOR TO LOCATE VALVE AND BOX IN n NOTES: WATER BY INCLUDING THE FOLLOWING: ADJACENT SHRUB AREA. 11/4 13-22 GPM PLANTS ARE CATEGORIZED AS HIGH, MEDIUM OR LOW WATER USE IN THE CHAPTER PLANTS FOR X-3 A INSTALL VALVES A MINIMUM OF 2'APART, 2'FROM 15 CONTROL WIRE EXPANSION LOOP. STRUCTURES,OR HARDSCAPE IN SHRUB AREAS. O SUCCESS, SEE PAGES 43 TO 135. • INTEGRATING DRIP IRRIGATION FOR ALL SHRUB AREAS. 11/2 23-30 GPM B PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 16 PRESSURE MAINLINE. #' C PLACE VALVE BOX AT RIGHT ANGLE TO ADJACENT 0 *TO CALCULATE HOW LONG TO WATER WITH A DRIP SYSTEM, MULTIPLY THE GALLONAGE RATINGS OF • NO SHRUBS, REQUIRING A HIGH AMOUNT OF WATER, WAS INCORPORATED INTO TYPICAL EMITER PIPE LAYOUT NOTE: 2" 31-45 GPM a HARDSCAPE OR STRUCTURES. 17 PVC SCH.80 TEE. YOUR EMITTERS BY THE GALLONS PER IRRIGATION DAY BY 60 MINUTES. FOR EXAMPLE, A 1-GALLON THE DESIGN. TYPICAL EMITER PIPING LAYOUT SHOWN DOES D PROVIDE vALVE LD.TAGS PER SPECIFICATIONS. EMITTER ON A PLANT REQUIRING 8 GALLONS PER CYCLE; MULTIPLY 1 x 8 x 60 FOR A REQUIRED • SMALLER TURF AREAS (11%OF TOTAL LANDSCAPE), LARGER SHRUB AREAS (88% :. NOT REFLECT DOWNSTREAM EMITTERS NOT 2 1/2" 45-70 GPM -�f- E HEAT BRAND BOX"DRIP RCV°. 16 PVC SCH.Bo ELBOW. IRRIGATION TIME OF 480 MINUTES, OR 8 HOURS. LARGE TREES NATURALLY REQUIRE MORE AND OF TOTAL LANDSCAPE). I k " SHOWN IN PLAN VIEW TO THE LEFT. F USE ANON-HARDENING TEFLON PIPE SEALANT ON ALL 1s PVC SCH.so NIPPLE. LARGER EMITTERS. FOUR 2-GALLON EMITTERS WULD APPLY THE SAME AMOUNT OF WATER IN ONE THREADED CONNECTIONS. O HOUR AS A SINGLE 1-GALLON EMITTER IN 8 HOURS. DATE:JULY 7, 2006 PREPARED BY: MELAINE RODRIGUEZ A WATERCONSERVATION n E TYPICAL DRIP EMITTER LAYOUT DETAIL DRIP VALVE ASSEMBLY CVWD WATERING GUIDE CHART CONCEPT STATMENT SCALE: 1" = 10'-0" SCALE: N.T.S. SCALE: N/A SCALE: N/A RECEIVED Jut 2106 KPF/MPH JRC These plans have been reviewed by the Coachella Valley Water District in accordance with Water code Title 7, Division 1 , Chapter 3, It N Article 10.8, Section 65597 et seq. requiring landscape and irrigation 3 design in cooperation with the local governing agency (City or 7113106 co County). N O N Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 3 walls and permanent structures of any kind may not be planted or AS NOTED installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. N a 0264 d E ate Water Management SupervisorSHEET = ■ J W Development Service Supervisor LL L-26 ma N 26 OF 42 HT . I �o L� U� Qn @ BEGINNING OF DRIP @ END OF DRIP Water Meter: Size 1 1/2" Static Pressure: High 72 Low 65 Water Meter: Size 1 1/2" Water Meter: Size 1 1/2" Source of Information: JOE COOK-CVWD Water Meter: Size 1 1/2" Static Pressure: High 72 Low 65 Static Pressure: High 72 Low 65 Water Meter: Size 1 1/2" 9 9 Static Pressure: High 70 Low 63 Phone Number: 760-398-2651 Static Pressure: High 68 Low 62 Source of Information: JOE COOK-CVWD Source of Information: JOE COOK-CVWD Source of Information: JOE COOK-CVWD Date of Information: 7/25/04 Source of Information: JOE COOK-CVWD Phone Number: 760-398-2651 Phone Number: 760-398-2651 Phone Number: 760-398-2651 H.G.L. Mean Elevation: 467 (Required if static pressure unknown Phone Number: 760-398-2651 Date of Information: 7/25/04 Date of Information: 7/25/04 Date of Information: 7/25/04 ( q p ) Date of Information: 7/25/04 Water Meter Elevation: 300 H.G.L. Mean Elevation: 467 (Required if static pressure unknown) H.G.L. Mean Elevation: 467 (Required if static pressure unknown) Elevation Difference: 167 x .433 = 72 H.G.L. Mean Elevation: 467 Re uired if static pressure unknown Water Meter Elevation: 300 Water Meter Elevation: 300 ' H.G.L. Mean Elevation: 467 (Required if static pressure unknown) -(Required� p ) Water Meter Elevation: 305 Remote Control Valve Number: X-21 Size 1 1/2" Water Meter Elevation: 311 Elevation Difference: 167 x .433= 72 Elevation Difference: 167 x .433= 72 Elevation Difference: 162 x .433 70 Maximum Demand: 34 GPM Elevation Difference- __ _156 x .433 = 68 Elevation Highest Head: 300 Remote Control Valve Number: Y-30 Size 1 1/2" Remote Control Valve Number: Y-30 Size 1 1/2" ■ ' • Remote Control Valve Number: W-2 Size 1 1/2It of Remote Control Valve Number: Z-12 Size 1 1/2" Maximum Demand: 24 GPM Maximum Demand: 24 GPM Maximum Demand: 16 GPM Qty. Size Item PSI Loss Maximum Demand: 16 GPM Elevation of Highest Head: 288 Elevation of Highest Head: 304 L A N D S C A P E j Elevation of Highest Head: 312 Elevation of Highest Head: 311 1 1/2" Water Meter 0.90 Qty. Size Item PSI Loss Qty. Size Item PSI Loss ARCHITECTURE Qty. Size Item PSI Loss 211 R.P. Backflow Device 12.00 Qty. Size Item PSI Loss 1 1/2" Flow Meter 2.46 1 1/2" Water Meter 1.20 1 1/2" Water Meter 1.20 SITE PLANNING 1 1/1 " Water Meter 0.04 1 1/2" Water Meter 0.04 2" R.P. Backflow Device 12.00 211 R.P. Backflow Device 12.00 10221 - A Trademark Street 2" R.P. Backflow Device 12.00 1 1/2" Master Valve 0.45 211 R.P. Backflow Device 12.00 1 1/2" Flow Meter 0.84 1 1/2" Flow Meter 0.84 Rancho Cucamonga, CA 91730 1 1/2" Flow Meter 0.66 21/2" Ball Valves 0.03 11 It I1 (909) 484-2800 1 1/2 Flow Meter 0.66 1 1/2 Master Valve 0.67 1 1/2 Master Valve 0.67 Fax (909) 484-2802 560 21/2 Main Line �2 8 1 1/2" Master Valve �21 21� Ball Valves 0.03 21/2" Ball Valves �03 1 1/2" Master Valve 0.21 O O ``"r,F, 1 1/2 Automatic Valve 1.78 21/2" Ball Valves 11 I n Richard Krumwiede 21/2" Ball Valve (s) 0.03 O 0.03 777 21/2 Main Line 1.55 777 21/2 Main Line 1.55 CA Lic.#2 91 15 232' 21/2" Main Line 0.21 41 211 Lateral Line 0.03 477 21/2" Main Line 0.43 1 1/2" Automatic Valve 1.50 1 1/2" Automatic Valve 1.50 o AZ Lic.#446 10 1 1/2 Lateral Line 0.23 NV Lic.#446 1" Automatic Valve 3.00 1" Automatic Valve 3.00 22' 1 1/2" Lateral Line 0.34 22' 1 1/2" Lateral Line 0.34 '��a.,a<° TX.Lic.#1884 2' 1 1/2" Lateral Line 0.04 13, 1 1/4" Lateral Line 0.35 2' 2" Lateral Line 3.14 72' 1 1/4" Lateral Line 1.95 75' 1 1/2" Lateral Line 0.32 10, 1" Lateral Line 0.34 16' 1 1/411 Lateral Line 0.07 144' 1" Lateral Line 4.82 175' 1 1/2" Lateral Line 1.24 20' 3/411 Lateral Line 0.32 48' 1 1/4" Lateral Line 0.72 72' 3/411 Lateral Line 3.69 Subtotal 21.69 Subtotal 18.13 vP%D SCAPe Subtotal 17.75 Subtotal 20.30 �2 Fittings Loss (10%) 1.81 Subtotal ..59 w.0 '4 Fittings Loss (10%) 1.76 Fittings Loss (10%) 2.17 Fittings Loss (10%) 2.03 Elevation Change (+ -) 5.20 Fittings Loss(10%) 2.86 �� �a urrl �� �► I Elevation Change (+-) +3.03 Elevation Change (+-) 0.00 Elevation Change (+-) 0.00 Elevation Change (+-) 1.73 w Total System Losses: 2386 Total System Losses: 14.74 Total System Losses: o . Total System Losses: 22.54 Total System Losses: 22.33 Pressure to Operate Head: 15.00 Pressure to Operate Head: 29.72 + 7'9 "1 s Pressure to Operate Head: 30.00 Pressure to Operate Head: 30•00 Pressure to Operate Head: 30.00 15.00 Total Pressure Required: 29.74 Total Pressure Required: Date Total Pressure Required: 52.54 Total Pressure Required: 53.86 Total Pressure Required: 54.73 Lowest Static Pressure Available: 65.00 Lowest Static Pressure Available: 44.72 qT �0Q` q Lowest Static Pressure Available: �� F o �.� Lowest Static Pressure Available: 63.00 Lowest Static Pressure Available: 62.00 Residual Water Pressure: 35.26 Residual Water Pressure: 65.00 F C A Residual Water Pressure: 10.46 Residual Water Pressure: 11.14 Residual Water Pressure: 9.67 20.28 PROJECT CLIENT PRESSURE CALCULATION 'A' PRESSURE CALCULATION 'B' PRESSURE CALCULATION 'C' PRESSURE CALCULATION - DRIP PRESSURE CALCULATION - DRIP 0 SCALE: N/A SCALE: N/A SCALE: N/A 10 SCALE: N/A SCALE: N/A Maximum Water Allowance (ill N Input Zone ■ \ V7 V W r Square Footage Calculations O 5 C11 Tree Shrub Square foot 'i;<':i ' r7i>:2!'>:: ?: O 11J N Turf Square foot > Total Square foot Cobble/Boulder Q Total Waterfeature Square footage :r>ii?ii;i;i;iz??; 'v)^ Q Total Landscape Square foot 91679 IIU Z - Zone No. Eto Water Adj. Total Conversion Factors Total Factor S .ff. 0.62 748 Vill V• 0 W 1 57.01 0.5 0 0.62 748 0 u„` LLJr�, 75 0 LL O 2 66. 0.5 0- 0.62_ 748 0 /� < :i 3a 75 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 1 m Q 4 1 93.91 0.5 916791 0.62 1 7481 3567.759373 U-)U TREES > W � Estimated Water Use Plantilrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 00 QTZ $pravBu rip 4 .. 75<E::':', 232.000 6 Low Tree m Total Number of plants i;:':;:':;: season ZOr181 El0 PaM Area Conversion Factors Estimated Value Factor s.n. 0.62 748 Irri.ER. Water Use Number of plants bv water use %of Total Landscape Sgtiare.Footage Spring 20.69 0.2 232 osz 748 0.75 1.06 1 Low ?E$74:i:;i:i>:i>::::`:::. 0.511 41324.955 Summer 57.29 0.2 232 0.62 748 0.75 2.94 2 Low/Mod 2 t:'s:<:::ti:%: :i::i 0.028 2297.715 Fall-Winter 15.97 0.2 232 0.62 748 0.75 0.82 3 Mod 0.361 29158.088 TOTAL 4.82 4 Mod/Hi 0.000 0.000 5 High 0.000 0.000 Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 9 6 Low Trees i S`>:<>`` ?: 0.023 1873.782 Sorav/Bub/Drio 4 �:' 2000.962 7 Low/Mod Tree 7 Low/Mod Trees >:'»2'3&>:!>:'•>:?>:>f'<': 0.025 2000.962 Season Zonal Eto Plant Area Conversion Factors Estimated 8 Mod Trees i ii ;:;?`> 0.034 2755.562 value Factor e.n. 0.62 748 Irri.ER. Water Use lu 9 Mod/Hi Tree 0.000 0.000 spnn 20.69 0.35 20D0.9621 0.62 748 0 10 High Trees f.7:;;i:?<i:iii:ii ... 0.018 1415.935 summer 57.29 0.35 2 0.9621 0.62 748 0 Total 9533 Fall-Winter 15.97 0.35 2000.9621 0.82 748 0 TOTAL 0.00 SHRUBS Plant/lrrigation System Two: Zone Irr.Eff. Area Seasonal Plant Factor: 4 >>?#3: 508.000 a Mod Tree Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: season Zonal Eto Plant Area conversion Factors Estimated SonnirBub/Drio 4 SW3 1 Low Shrub Value Factor e.n. 0.62 748 Irtl.ER. Water Use Season Zonal Elo Plant Area Conversion Factors Estimated Spring 20.69 0.5 508 0.62 748 0.75 5.81 SHEET TITLE Value Factor .ft. 0.62 748 IM.E6. Water Use Summer 57.29 0.5 508 o.62 718 0.75 16.08 Spring 20.69 0.2 5663 0.62 748 1 0.9 21.58 Fall Winter15.97 0.5 506 0.62 7ae 0.75 4.48 Summer 57.29 0.2 5663 0.62 748 0.9 59.76 TOTAL 26.37 Fall-Winter 15.97 0.2 5663 o.62 748 0.9 16.66 TOTAL 98.00 Plantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: U) SoravBub/Drio 4 0.000 9 Mod/High Tree Plantilmiastion System Type- Zone Irr.Eff. Area Seasonal Plant Factor: Season Zonal Eto Plant Ana Cornerslon Factors Estimated Soary ub/Drin 4 2297.715 2 Low/Mod Shrub Value Factor 04 a. 0.62 748 In.ER. Water Use Season Zonal Eta Plant Area conversion Factors Estimated Spring 20.69 0.65 0 0.62 748 0 Value Factor sq.n. 0.62 1 748 Irri.ER. Water Use Summer 57.29 0.65 0 0.62 748 0 Spring 20.69 0.35 2297.715 0.62 748 0 Fan-Winter 15.97 0.65 0 0.62 748 0 O Summer 57.29 0.35 2297.715 0.62 748 0 TOTAL Eto PF LA IE CCF _ Fall-winter 15.97 0.35 2297.715 o.62 748 0 TOTAL 0.00 Plantnrrioation System Type: Zons Irr.Eff. Area Seasonal Plant Factor: EAAWA Sorav/Bub/Drio 4 i3::< 1415.935 10 Highires Season Zonal Eto Plant Ana Conversion Factors Estimated PlanUirri ation System Zone Irr.Eff. Area seasonal Plant Factor: Value Factor ea.Il 0.62 748 Irri.ER. Water Use Sorav/ /Dri 4 4901.000 3 Mod Shrub span 20.69 0.8 1415.9351 0.62 748 0 TURF (93.9 x 0.7 x 11,931 x .62 /748) / .75 = 866.7 Season Zonal Eto Plant Area conversion Faxon Estimated Summer 57.29 0.8 1415.9351 0.62 748 0 - Value Factor s.R. 0.62 748 IrtL ER. Water Use Fall-Winter 15.97 0.8 1415.9351 0.62 748 0 spring 20.69 0.5 4901 0.62 748 1 0.9 46.69 TOTAL 0.00 LOW PLANTS (93.9 x 0.2 x 47,455 x .62 /748) /0.9 = 820.8 Summer 57.29 0.5 4901 0.62 748 0.9 129.29 MED PLANTS (93.9 x 0.5 x 14,1105 x .62 /748) /0.9 = 609.9 RECEIVED t11J Fall-Winter 15.97 0.5 4901 o.s2 748 0.9 36.04 Total Tree And Shrub 341.22 TOTAL 212.03 HIGH PLANTS (93.9 x 0.8 x 1,840 x .62 /748) /0.9 = 127.3 Plant/lrrination System Type: Zone Irr.Eff. Area seasonal Plant Factor: 8 �nu� Plant/lrrination System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Sorav/Sub/Drio 4 <: 42978.406 11 Turf V Sorav/Bub/Drio 4 0.000 4 Mod/High Shrub Season Zonal Eto Plant Area conversion Factors Estimated LOW TREES (93.9 x 0.2 x 5,030 x .62 /748) /0.9 = 87.0 Season Zonal Eto Plant AresConversionFactors Estimated Value Factor s.R. 0.62 748 Irri.ER. Water Use MED TREES (93.9 x 0.5 x 10,925 x .62 /748) /0.9 = 472.4 m Value Factor n. os2 74e Ini.En. Water Use sprin 20.69 0.76 42978.406 os2 7ae 0.75 746.88 waw Spring 20.69 0.65 0 0.62 748 0 Summer 57.29 0.6 42978.406 0.62 7ae 0.75 1632.71 Summer 57.29 0.65 0 0.62 748 0 Fall-Winter 15.97 0.76 42978.406 0.62 746 0.75 576.50 TOTAL 2984.1 Fall-Winter 15.97 0.65 0 0.62 1 748 1 0 TOTAL 2956.09 TOTAL 0.00 Total turf 2956.09 MAAWA Plant/lrrication System Tvpe: Zone Irr.Eff. Area Seasonal Plant Factor: Plantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: SoravBub/Drio 4 185.000 5 High Shrub Waterfeature 4 1 393 12 Moving 93.9 x .6 x 91,286 x .62 /748 = 4262.96 Season Zonal Eto Plant Area Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor s.R. 0.62 748 Irri.ER. Water Use Value Factor s.n. 0.62 748 Irri.ER. Water Use spring Z0.09 0.8 185 aez Ire 0 v�^s 20.69 0.6 - 393 0.62- 748 t -- Summer 57.29 0.8 185 0.6E 746 0 Summer 57.29 0.6 393 0.62 748 1 11.20 Fall-Winter 15.97 0.8 185 o.62 748 0 Fall-Winter 15.97 0.6 393 0.62 748 1 3.12 TOTAL 0.00 TOTAL 18.36 Total Waterfeature 18.36 O Total Estimated Water Use 3315.68 PALM DESERT WATER CALCULATION CHART CVWD WATER CALCULATION CHART Q SCALE: N/A SCALE: N/A SCALE: 0 REVISIONSrr A A A A A A A C O 7 n, MZR/KPF These plans have been reviewed by the Coachella Valley Water District in accordance with Water code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring landscape and irrigation design in cooperation with the local governing agency (City or 7/13/06 N County). N Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, AS NOTED 3 walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. NUMBER N • _ ^ k J 0264 Date Water Management Supervisor E SHEET NUMBER J_ N N W Development Service Supervisor N LL L-27 CON ro�? I& SCALE: SCALE: SCALE: 27 OF 42 SHTS. 0 U M Qn - -- - _ -_ - - _ --- ----- -- ---- - ___-_. ---- ----- ____- --- - - ---- - ------ . _. __ - - - --_ --_- ---_ ______-- - - __ ___ _____-- -__ -- _ __ - - ____-- ---- -- --_ -- - --- -------- - ---- __ _. w. ._, .. - 11 �, -- K. I, + ,.,� ,,. 4 '--"^ ^* :111.( I �, .11 PLANTING NOTES1. r . LV- _ • _ • ■ _ ■ _ ■ .. r 7 �:Ii 4 1. TREE LAYOUT AS SHOWN ON PLAN INDICATES "INDIVIDUAL LOCATIONS". QUANTITIES ARE AS u1. D1. 12 QUANTITIES BASED ON SPACING AND SHOWN IN LEGEND, ON-CENTER CADD ADDITIING AS ONAL PLANT MATERIAL WN IN LEGEND. RAT NORADDITIONAL COST ■ `` \ ��,� TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ' 'N ' ' go nowt� ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS • r�, ` • ' ``f,,,,;,,;;;,, ;`t`„ SHOV�TONP�LAONOR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR ¢ _ ■ ■ _ \ a so a so ■ an 2. ARCHITECT OF SITE CONDITIONS WHICH PREVENT:: �� : , r . 7 ��\\ CONTRACTORS SHALL NOTIFY THE LANDSCAPE A TE TIO I x�w., �� 0 INSTALLATION PER PLANS AND SPECIFICATIONS. L A N D S C A P E ��" _=3,, h r,,"' EQUIPMENT, N �,� � �"".,,.",�. '< y ` I ARCHITECTURE 11 "" '"v", �µ r g °<. `� 7 �.� I 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION E T, AND ",,,. `,,�"" Q � Q REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. a .4 F�A • MATCHLINE -.1 I • \� 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. r f\l ■ Ii1E ■ 10221 A Trademark Street s § _ ` Rancho Cucamonga, CA 91730 ,,.�,,,� � ON OF PLAN 0 ) 84-2800 SYSTEM HALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION T :.:,":.� �11 5 S S N r ' ..._ •- O MATERIALS. Fax 484-2802 # IRRIGATION N TAL I G O S yt . b ..._..., I :, h i r r �: `� F 909 i I i " 1. ede 1 PLACEMENT, BUT NOT BEF • �� �•° '''o Richard Krumwi J AFTER CONCRETE PLA T B ORE r i ..,:,:, TREES AND SHRUBS SHALL BE PLANTED CO C 7 i �w. "� "` IRRIGATION SYSTEM IS PERATIONAL. EE SPECIFICATION ' s} _..T- ! �`^,... -� ° (� a IC. �--- 't a y ;' 1`\ :�� �• NV Lic.#44615 i b i %3 : r - 4 +Orr°° TX.LiC.# 1884 W 7. LANDSCAPE CONTRACTOR SHALL TAKE FOUR O OIL SAMPLES FROM E SITE AT LOCATIONS Q R4S THE.; r I W "� , a APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12 . . % s � is '•i r t: "" , ;; 't ,,,,��v::. FOR T 3 \L,t,, �. i / AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY i , b i t " bcaa �,�},. .. :: .: .: :: h.. i; N HE ❑ , v..._..... n _ SUITABILITY TESTING. THE COST OF TESTING HALL BE INCLUDED I T ,,...,i."LL;..;, :tea,+ �"` -„ax�•Mr:sa•:.qb:..�.L.;. :. t` y ., "„�.:. 3 I AGRICULTURAL SUITA LIT S pSCA CONTRACTORS BID N P, .::. _..�J- r .E Y a 4 t :.• :. q : :. ::x. 01 ss ._,`_ J 4{ ... - b :.::::::::::::::::::::::::::::::::::::::::::::...::.:.::.:::.:,:.::::>::::::x::::::::::::::z.........:............,......................,......................: . O rum 9 } „r < ` '•. 8. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND s Www r x a a � V (D BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS) THE CONTRACTOR SHALL SUBMIT A COPY ' , "` "'"' ' �f � z - I I OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE m � � i � I I 1 ■ :..� •;;�.,,� 14y : :: .<` v SPECIFICATIONS. � `P __ { 24 W °"`""" ' _ ` rri �' t 9. ANITE IN ALL PLAN ER AREAS 01 I I . ::.;., , " z PER SPECIFICATIONS UNLESS OTH R ISE INDICATED ON PLANS. _ _ SIg3 e 1. : O s DECOMPOSED GRANITE INSTALLATION: INSTALL DECOMPOSED GR T � 1 n.te K`4 �: � 24" E W -r , Ott I J D .. :::. ,. ,,,\, �`�" FN z :. ',L ; ,".:_ `";° ;`;s7 ., "•w'^'" 10. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGE _`::�r�� m� �� �,::,a, �: s 1. • 'A�� ; '_; I `�_ LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION F D \F� ; < ;,, .;;,,.,` , ; �,,w,;. _ 4-�: O LINES/SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR ._.: D 1 ",,, r^ { _..�,�.• , �} fi " 5 g' HIS/HER SUB CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL �,",�.•::-"`� I � WORK PLANT UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.T _. �,, ... . : i 11 "..,.,t.::.assu,.. .., v, s' ,�',,. •. t - "`" `" ^ 11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOWSTRIP. OR S U 4 �' ►- 4 _1`11111�, � 0 .;, ):,`..�,:.,f,:�%,.% I , . :;; `^ {{ : l 11 12. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S p. 11{� as .�:., { t:_,.� ;: �; „; % 24 REPRESENTATIVE. a E :., : ,.. 4 .. : .r:::. .""" 24 """" -' b~ 13 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN "Q :: :: V {� s �., i iz{: % , ;.. , �,-1 15 g, ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE, THE FINISH GRADE MUST a , . $ , A F' E zV. ,a u�"a,. . '., ;,.�� N Y BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. _ ^. `, l; ..r .% W a , `�: . k 14. ALL PLANT MATERIAL (INCLUDING TREES) SHALL BE REVIEWED AND APPROVED BY LANDSCAPE >_ � 0 b b r \ -::< -;v:. RT PRI R T IN TALLATION. ,,` AR HITECT AND CITY OF PALM DESE O O S t 3 t I £ fi s e aft w....... ...... _ • ` C {� _ z' }? 2- H O h f ` ttv :fi ;t v { . LL r i{ i % � r . .k,.^ .'.- 15. TOR SHALL SUBMIT PHOTOGRAPHS OF ALL TREE MATERIAL PRIOR TO INSTALLATION FOR � i .::.' � ^' 2 r ..„ : -' ` 2t' t I. r,,,,_ D I o , z. LO ` � �i � q" %-, "" k '_ I DCONTRACTOR I TO SPOT ALL PLANT MATERIAL AND HAVE LANDSCAPE ARCHITECT APPROVE W r ,� (n F= 16. S I •, "� ,r b ; 2 : f _ SPOTTING PRIOR TO THE EXCAVATION OF PLANT PIT ALLOW 48 HOURS OF LEAD TIME ANY TREE z T i) �,.� , b I�\\ ,\ : ;fir::�. P i =: U .:.,.a ;,fin Ea\ _ \,' S '`'r• APPROVAL OF THE LA SCAPE ARCHITECT r - i ()-�•� a z t �, a'�"���-- � � SHRUB, OR VINE, THAT IS PLANTED WITHOUT PRIOR ND � � W � I � :.:.,`,, \ _° : " MAY BE MOVED AT THE CONTRACTOR'S EXPENSE. :, I I V N U ;,: , { � to i - �:",,::._1111n-..r,".-7. • T :_ zb. t '' 17. RS AND VI ND ATTACH TO WALL , REMOVE STAKES AND TRELLIS FROM ALL ESPALIE NES A S C, Q Q % y.Hti....._.. % ______ ___ __,____ :t{ ,t \, •:; a.._� I. w t =a„� _u ." v� A " r� ". 00 PILASTERS ETC... AS LOCATED ON PLANS. z z ° ` O w nr a, . :: f _{ r ; > {; i8. CONTRACTOR TO COiVTAC7 LANDSCAPE ARCHITECT AND CITY OF PALM DESERT FOR�t EtiVAL W 1. 11 by ' hs.:d,.a,:.._::. i =:; ' W WHEN INSTALLATION IS COMPLETE, AND FOR A FINAL REVIEW AT THE END OF THE0 ILI {, a. i? tom ; 2 _. `.",.�:v^ t ,.,; t "'' 't1. : v 1 g - CONTACT KEN FRICK 0 84 2800 AND - t <; :, " .. < , �� � MAINTENANCE P RIOD. ALLOW 48 OURS LEAD TIME E 9 9) 4 Cc LL R : ; b $ i, "M ■ ® {= r { , , {t r, "..,,.,",,t , .. �..• -\. SEE TITLE SHEET FOR CITY INSPECTION SCHEDULE. 1. r . :r t,`:,u. „ ,,. t v s� m { a : r_ra, - {}`.Y t WITH ALL APPLICABLE CODES AND ..24 (1) " `' ` ' REGULATIONS R THE CITY OF PALM DESERT SPECIFICATIONS AND THESE PLANS '"` �q e O 24 REG ON PER 11 CC - KJ t, `-� �, ,t..� � ALL WORK SHALL BE COMPLETED IN ACCORDANCE r::� ,, u ..3..v a g , .., { ,' �. � � ap W k , j, o I o �.� . t • ` a•:.m, 1 0 (� - :,v. . " an �: , ::: r ,� { { 00 4� ,:� 413_ 1. _ O� 15 g. I h .v: f3 i kp tx t i O /: t =� : i _ �{�" - _..� - ■ _ ♦ '. v_ - v _ {t VI III - v ... ♦ O fir. } 00 ■ Oct O ® :,.® I ; . 1 1 GATEWAY DRIVE ,w W Z _� "" ��...�.�ww�w�.."",".�.,",".."" ww� "" " ",,,,".,.�.�..�.�.w.,�."..,," ""..""...w.".�..�..�..............___............�...____ .,wwuw�w,4� ..u.. "�LL�.."uu�,��"..,,",..u,�.w��w.: "�"w�ww ��.." ,...................__.......................-.,............,......................................."",,,,,",,,".,,,,,.",.,,".",.,.,.", .",.,..,�„" �" " "�"".,.,".,.,, V Eo Q i__1_____________­ _ - - - - - - - - - - - - ".w. " � " . 11 ..........._.-.............................._... ...__......................__.._......................................_._................".,,," ""_" " " ,"_, """,,,",,,", " ,,,,"_" m " " _"" _ _ ��C�1 - J r �p,�.�OPIP,�PIP�p,���'O��p�p,�����i�o�.����.��,����:�:�,��� ----- . L pl-, L �f I& A FiVO > 0. 1� - - - - - - - -- - ------ _- - - LIMIT OF WORK - - - - - �vo* Pj Q 1-1 r (D I i TREE AND VINE LEGEND Z Z _ , < - ii SYMBOL CALL-OUT WATER USE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY --- - - -- - T L-2 HEET L- HEET L- i SHEET L-32 -SHEET L-33 - - - - __ ---- - - -__ - -_ _ ------ PHIS --BHEE 9 S 30 S 3 S - - --- -- ---- -- - - TREES SHEET . Z W I < 0o T-1 L Cercidium floridum Blue Palo Verde 24"Box(In Basin) Per Plan Multi-trunk 2 0 0 0 0 0 I= I 48"Box Per Plan Multi-trunk 4 0 6 3 2 8 60"Box(Where Noted) Per Plan Multi-trunk 0 1 2 0 0 0 0. T-2 UM Acacia stenophylla Shoestring Acacia 24"Box Per Plan Single-trunk 44 15 35 25 5 38 I � ---)(D ._1 . I O T-3 L Cercidium'Desert Museum' Palo Verde 24"Box(In Basin) Per Plan Single-trunk 8 0 0 0 0 0 ,,i WA a" Palo Verde 36"Box Per Plan Single-trunk 11 6 13 15 4 9 These plans have been reviewed by the Coachella Valley Water District in accordance with Water code Title 7, Division 1, Chapter 3, • T-4 M Callistemon viminalis Weeping Bottlebrush 24"Box Per Plan Single-trunk 4 9 20 21 3 27 Article 10.8, Section 65597 et seq. requiring landscape and irrigation , ' • =;. design in cooperation with the local governing agency (City or County). ( T-5 H Phoenix dactylifera Date Palm 16 B.T.F. Per Plan Diamond-Cut 0 1 15 16 11 0 Approval of this drawing by CVWD Staff does not constitute approval A Trunk&Date to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first A II obtainin an encroachment ermit from CVWD. _ p T 6 H Platanus wrightii Arizona Sycamore 36 Box Per Plan Single trunk 1 2 4 3 1 5 g : E �, Date Water Management Supervisor A 0 T-7 M Quercus ilex Holly Oak 151Gal.(In Basin) Per Plan Single-trunk 4 0 0 0 0 0 A 24 Box Per Plan Single-trunk 5 3 12 18 4 14 t Development Service Supervisor � T-8 H Washingtoniafilifera California Fan Palm B.T.F. Per Plan Skinned 2 13 26 32 4 31 SHEET KEY MAP .: �,� ;... : G 3 �. 4`>. :�.. :. .,...�.;.... .,,? ::.: :a E �., ,:. , :a�� RFT/PSC I (DPHOTO SUBMITTAL NOTE: N.T.S. tt 1=::{': ;i: US E ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE11 _,,, fi s T-9 M Pistacia chinensis Chinese Pistache 24 Box Per Plan Single-trunk 8 2 3 4 0 5 INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM I IYn� 4 : I � .0 + DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO g �., ,�,,,� "` o ;: . •® '. A f t`. 371, p ,,___ SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY ! a-�.>., ° �� ;.t ,,, ?7 =. JRC11 MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. _ ',4 ems,} 4 \ 2 PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF 1 `"4'k \� + a ...,•._:? ..� \ \ \,44 \ •` v.. b� JM;rnH4 ?•ty yY A 754. ¢ tl'.. '00PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. .: ,t • c: �o o T-10 UM Acacia willardiana Palo Blanco 24"Box Per Plan Single trunk 0 2 6 2 0 2 `'r <...,... _ 3 s SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. "" " ' '' ,; � °` *' ;r �4`,',y "" >::::_ {,_ ;, ;i 30 PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM I :\s �� -,AjLj 4 `�, 4` •-• �t a` § R F)N)SH GRADE)IN CONTAIINER), CANOPY HEAD S)ZE, BRANCHING �_ :,.,_ ` 11 rr 7A 1106 �:_� °``i y t ?r N :\`. P' i\-_.� o HARA TERI TI BARK CONDITION LEADER STRUCTURE AND PROOF OF NO t C C S CS � : d .,` {....- I a I ; 3 ,> VINES ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE v ? l III I .ionw,;ab11 N NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS „I s :` C2 f PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL \ % `,�::: a„ "" V-1 L Macfad ena un uis cats Cats Claw Vlne 5 allon 15 o.c. See Detail C, 46 11 31 31 8 0 RE UIREMENTS REGARDING UALITY OF NURSERY STOCK. ` :; ^ `�_ ,:' " �:-'•••1 II I �� a Sheet L-40 1 ' w �� 20 -0 a.:2i. t :.;. o 8 0 \\ \\ \\ \\ ..... .V\�\\�\` ;t. r` v a b N V 2 UM Bou ainvillea Barbara Karst Bougainvillea 5 gallon 10 o.c.or See Details C 18 5 27 10 2 0 .., 0 H Per Plan &E,Sheet L-40 a ` , .' .�. _.,,": I t t t:_ ;�__ ,:,; � 4��' : �:: 4 1�1.111 �4 Under round Service Alert vk= .t. :=t, ,'\„t" . . :' \ \ :. V-3 M Calliandra haematoce hala Pink Powder Puff 5 gallon 10 o.c. See Detail D, 0 0 0 0 0 42 PLAN R O S S REFERENCES \ 0264 CIO H •' Pyrostegia venusta(S&W facing) Flame Vine(S&W facing) Sheet L-40 0 0 0 0 0 5 4 ` v`4` Call: TOLL FREE � �� ;,' � „ � \,,: :,, 4� `,\.�` , , FOR NOTES AND LEGENDS, SEE THIS SHEET """"""""""" "°�""` " v � �, V-4 M Calliandra haematocephala Pink Powder Puff 15 gallon Esp. Per Plan See Detail K, 4 10 12 11 12 21 �� ��� ��• � � W co SheetL-4o FOR PLANTING DETAILS, SEE SHEET L-40 �;' """„"`- . "� .""" � " � "" � ,„", -� T ���� , 1 _gpp �_ V-5 M Pyrostegia venusta(S&W facing) Flame Vine(S&W facing) 15 gallon Esp. Per Plan See Detail K, 2 6 14 8 2 10 FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 0 10' 20' 40' 80' � L-28= jL �114 Sheet FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEET L-2 & L-8 '� .11 to 422-4133 . ­111- ��W� FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-20 N..< I�L28 OF 42 SHTS. ,,' t I,L., ,, FOR CORRESPONDING SHRUB & G.C. PLANTING PLAN, SEE SHEET L-34 � 1 rm�aU N U -. a�a TWO WORKING DAYS BEFORE YOU DIG - i i': F -0-Aft-4 low i -*—am •--•�.y�SHEETof -lost L_ ► � ��. 2 I _ n 040 L A N D S C A P E ttt''' pp z. ■ : �LLyy� is �� � � r} }i� rr � s..� a' S I T E P L A N N I N G O ■ ala,� z z 1 ' ' ; 10221-A Trademark Street '. Rancho Cucamonga, CA 91730 ir+ (90 4280 2 Fax9(909J 48 0 » 12' :. .,. � r 11 •• •o Richard Krurrnviede ; �w » 'a. • o CA Lic.#2834 �N .moAZ Lic.#291 15 ■ O N Lic.#446 ■ar a TX.Lic.# 1884 All �PNpSCA Pei- rum CO �Qwiq a r„ . .•.,1._�;;� �LL:., ,.J � ? ;v p 1 {. Sl!3 atu 71.0 � '� ■ .; � u:.: `.:+� -: 7 �, � � i c`` .-.:a.'}rt^xmeeaenar wvvv:,,.� �:::,.a, •, it ..i'..�, ��.... f �+t`v}rA::.::».- i:k ..*::::'b}}AbYW1Cbb.`a�.,"�:::.:. ... i+-•� ./r Y»,r:: � �r:w r „ b 4�t_._._�,�: � \ '2 r."$, �,.. � fi,,.--::§: I: .�; ,K^ ;�,;t• ..._ ■ a,., \a:;.-:+r:: Z. ;;..EhL,)�{,\ r{�ay 2 : 2 .Cacti e^ !: y2 ,: �,cavrj �: :f,'�,__ .;ate_�13� _r._-,... -aa` �,.�; O •,�; Y OF C A0 .• it 4. ^,',:tB §t.,:>vsrvsrv-::;?:. �::. .::ti \ if ,i .::k ..t.:. bow:» Y �°"'To:aa`� .:r• « ,. f; �^� !:," g • �, : g \14' tom :.: ,:' ,. ........ z.�.. .. . ii \,L�\m a=' I '^\ 'F la; k' � � ..`,,�i.�.i�,i.� .,fir�y. ;i �`j-q�J:.., !' �`•��vi:.i. � 2�" 1 >w _ .........Y...... :k>.t i4 ph>„n 3:t::::•:i• `::•�rvil Via:::••} J': i ? s _ ,t :..,i.. ., -~ Zia.•:*::: ! !: � ? .in. � . Ji : h♦\\ j '22 ,?i i i k Y 4 !; '� i /ram � NO L,L v iriuti»ioiiicceaiQc+:,,»,•;a, 3 $i: : ......: ;t...... (A X x ..x i _ n N v < t > py L .:f Q ............... 00 JU DOME C\j M Z J 4 __ _ _:__< ::: 1 0 _ Hp § ::h ::::::::::: W Q t -� W ,E\:\^�:\\ 2 ••!�M_ M_ �� \ t ', �ti vl `h�°,•:ra. \, Y' 2 A '?. § «„ jY3Y3Y3! r ! \ :� 0 yv:.. f_, �: ».Y..n..i...>..:. >::L.:::v ,::::[:.:nrow„vws:::a°a,r,•.i°,:::::};>v,:R7o7a'<:: �/'� -f ...:>:,_,� § , T 17 (n � Woo u 117 1 , Wv; ' 1w afi Y, W Q > u) 1 �► �_ W W ?' » 1luw..mom?. ;: :.y. hh _, t Lk » U _ � �`a �� \• 3� , r G r 1 _ 0 A :E \ ... ,. _ v ■ �t §2� aia,c: .�LLc av:.. 0M " „„,.»„L`h „»»»»,,,,, .»»»»»»,,..� �• � i �. iz RECEivEr : u ` '! 2.` § i rVBLICi aaY.�n 0 { C !v v<+o}.; .....:.� ).::.:.:..:�v;,•.,:.:•.v.,•:...xx,:. �•::.x,:::.,:::w:..:::::::::::::::::::::k•,:.,,x::::.:.•.,:,,•..w.,,•::.wd ,,§! 2--,?y�k`\»L' J2•t•2`v;�•'2.af :,5�' ii;s! i 1{3E:` }..: -�!! •i:: .................,......... `f ..,»�'a.a.A;''Ck„a;;• ..�,.';<«<r.... 7tv::kv�,,\v`-?:\••: ` i S�Sa 0. t ` .... , 14' a^v M.••rrx ?.- N; k .ti' 1, ; .� !! �v,:,iv� k: •+w •`t:: N:; ....:�}.vx»x»xn��� 4xx,,,x•::., }y r,'.`Y '.. 1 Qvt\ _ C_\..... --', , !. L Z LL x, v L _ of t h \, _LL L •i f a .••Laar:a.•• L t , ;; 2 �- 16 L . , n �`v. g 2; vu• ... k 1 6 .--,. C Y t.,' & 2 v �., .., �i"�c�....... nv t-::::.•-.::y v ` : _ r 00911 _ , n ■ _ -__ )0 BoxdD, . ........... �\ r L .. .......... : , ,ro \ y -__ LLLLLLL• ••� LL . , «, , uaaw \' L ALL aV bM» l\\\ '. ® � w:L�\, ,,,, , \t \\+n\bC UV _��-.-. � �:•,"\\\ \\,�\,nwVNa\LVhLWVt `f ,LL` ^M A\4 \tv \w \4 , dh ■ . ...♦LLL\Llb M^v'^�,M' ,�,.Lv`�L , L yy ��v : LLL: v v \ - n� k: O r — — Of These plans have been reviewed by the Coachella Valley Water District in accordance with Water code Title 7, Division 1, Chapter 3, _ Article 10.8, Section 65597 et seq. requiring landscape and irrigationam ■ design in cooperation with the local governing agency (City or 1 1 County). ■ ■ Approval of this drawing by CVWD Staff does not constitute approval - GATEWAYDRIVE 1 to encroach into district and USBR Rights-of-Way. Trees, plants, _ ■ ■ walls and permanent structures of any kind may not be planted or 1 installed in CVWD and USBR easements or right-of-way without first h 1 �J obtaining an encroachment permit from CVWD. j --------------------- -------------- o LIMIT OF WORK Date Water Management Supervisor A Development Service Supervisor SHEET KEY MAP wv, N.T.S. RFT/PSC d N - �:4\\�r-;M aLL - ..�q� PHOTO SUBMITTAL NOTE: - - :v -y Y Yl?„} tY a21: a Q CG�a�A`? } •^ L � L Y 2k ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE ,,. INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM w DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO ;d^; r •-� ,,.:�,� „.i\\ �-\ �` ® .:.\YY�,aYt �-1. \ , cm SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY t. „ `i\k�� }' \ ? JRC ,: r \ ALL MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. "a y `,L PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF o PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. `L; _.\ -2 r: ; i r :�w` $ <• y 3 SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO ((LE. PERSON, MEASURJNG TAPE, ETC.). TREES SHALL BE NOTED WJTH HEJGHT tFROM :.,_ q FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING f :1 z 7/1 1/Q6 CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO x` ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS \`\ .�f`„,�a=i ` � :,`. ..�• �::}::'" �, ?':!". �"` L ,`\�<�- z H y �,:k\.tiH•`:tt,� y : ;,,:. a4..,,i�.. \ �\\\ti\�i�,:\4,v^ .y ..\L „_b} PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL •'_��-`�r�"-L��•: ; t..> ^�`i �•i,�. �� �.�<��4��.\ \L. �: `� =t REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. f' 1" = 20'-0" N w' 11p �4+ _ :..�•.:. C� v\vvt. v\;� v, ■ i azz ®B NUMBER —M Underground Servi ce Alert ;a 4 :!- N m ,. ,. t G4�Kl•CL14I`K.,R.,ilNx„]616wx \ \\ .... ...v. ......................h..ca 0264PLAN CROSS REFERENCES ­AYDR­ Call: TOLL FREE N.A t•ER .. FOR NOTES AND LEGENDS, SEE SHEET L-28 < / FOR PLANTING DETAILS, SEE SHEET L-40 ���1, 1-800 FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 _ FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN SEE SHEET L-3 & L-9 0 10 20 40 80 ` , _ L 29 LQ 422-4133 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-21 J LQ a .' ���� 29 OF 42 SHTS. _ FOR CORRESPONDING SHRUB & G.C. PLANTING PLAN SEE SHEET L-35 TWO WORKING DAYS BEFORE YOU DIG '" �n -� __ I", .' ' � ' - - ____- ____ ____ _____ __ - .- - - _ _ ____ ------- __.- .. - - �- - - - - _____- ------- ­A�1_ ,--.-- - -__ _­--­­ I-__--- -__ - , " F____ - ______ - __ - ____ __ __ ___ - - - - ----------- � . ___ --- , - - '_ '_ - I .1 I 1. - .__ -- -__ - - - - 77� - I ; ,, � t"� 11 �"�.) � �'X. " � W­�'.�'0 '. ; i I , i �_ �#. i . ',i 0 0 ­.. .1. ''. a ":."..� I- I I ______ 00 ** � $ i I I * - I �'" ..", ' .1 . � I �'� 1, Z . . . :.: I., .1 I I' , - , # .. 11 I� ** . -­ �� ' 0 ,I - EMEMEMEMEMN E im � - I 1 14' 12' 1. ! & ', ... % - i 1, "': ; � � '1'I, a I 0 � i '.1. - X�lz I � I � : ** ­­ -NO- '_ - 0 ,.' A # " I 31 .. 1i �1111� 11 - � I b 1_1 EE SHEET L 1­ 1 I �� 8 1 '_x�' UNE-S - __ -UW--,E �-*_WW_*_N0_z-=R-W-40'-� T - 0 a "'. �­ , I - S 1. - MATCH � *-400 '- , � 0, ", "I',_, "", '' _*_00_8 I �"' , , �%"_"' , , - " - -'% - , -0" 01 I @I " ' � I '� � 0 � �'I?` � I \ N I I., 0_0WAF 21 Cj;1!j1jW � hlI'll, I 6 .6 mw-� I "�,. -I kirl�' 1-1. '1�1'1 . 1115"M " ! ... � \,., " Box _* 2 . ii � � * 6_005--m-400--a �-W-40M -SW 2 . .1... ­­­ - �''.. - - - ".... I - 11 . . . - - , J* L A A � I., , � 1. 1. ii I k - - k M-a-INE-9-M W40-w-M-0 mw_s_�� I .. . ... ....1 I-— .- -.1 11 . - I-— � .11 i ''I * ��' - - - s M Ei 0 mi 0 = a = 0-M I .... 1.1- - - I.. -'-p'.'._'_....'�-'�j . I I .- �-'�"' --- �' : I e1H I -0-1 ff__100_0_� -0 0 -im-0 = 0-M E­NNN--*-� -0 NNU-IF-M-0-INEF-M-101--W M 0-10W-�__* I- - 5-1110E-2­00" M 7' 1 1 I.. .1. I� ...I 1`n_'­­-��% , - ib;;3i;��� .. _- 1. *+ A R C H I T E C T U R E I I I...I -..-- -Z;� ,-1--- I � .... .�'l � 11 "Q��=�"�Z�Ivi'n :. . ..'' ... , -=- '��� it � � -z I � ' ' " .... - I .... I I I I �' � � . I- - .. __'_'� �' '-:';�' '� /: 1,-.1; __'� _'�= , . .. I...111.1 I- -...I... - - - -­Z� ____ 9 iii� :;, i 'r 11 �. ­'�'---­Z;�Xf�-;i&�­-� � n - � I . - 8 � I ��I;i` �'_ _____ : '..: . ! ,I __...��a� ��;;&��'U-��' f, � i S I T E P L A N N I N G ' '�, .' ..". a .1 ,� :- .-� ..........4��'-.�'��...._ � � 11 I . � ! �': - - �_ .­ 1; � ' ' ,I !I � - I � I " "�/ 11 �il ��: , 1� �� � I ti� Iii I �."' I 102 21-A Traderna rk Stre at � . __ I � k � r -­'s � /0000,07FM I I , :-. % � � ill I k I I 1� 'k, i. '�* / ,.f, I 11 1. I . I I Rancho Cucamonga, CA 91730 b? :1 I __ I 1 K %1; a k k ::: � k k I i 12' � �'� : I I I El �11: .!; ��' � 11V I , I " I 1 -2800 .��k4 8 i 1i 11 Iiii t , ?, � � :. (9091484 ; "N I 1 1 _% I I � f� I", I Fax (909) 484-2802 '­� � I I 0 0 .:. � � I �' � � � :1 '� '� .1 I � k __�--- " , " 47"I : I i -'; , 1, � .1 .;, . E � 1. : a ." � �� "z � �. r I � .1 i I I I , i I -"�_'`�'�"""'_\""'��. .-.��"'�*'b"�"%"".' r, , - � I, �' **clLm""""o Richard Krumwiede . I V 4 , 1_111_._J­--..--- . , :' , , -, ' 1. I ' � 1, I ; ; i I .. I �z __""' . ..' !.. , ,. _.� .7 CA Lic.IF 2834 11�1 � R ""�' I i ; i � i � �'� � .'j�,"Y'nim-w-, . ,. ..� ;'. .' - ,, � �'� .. __ ,--,'I'll ' - �11�1�1� ­_ M. * ' I i - llii ��*:�_%... .. � AZ Lic.#2 911 5 '�r' � i i i - .1 . . "; " , .�.' .. " ; : i i 1 7_�3q 6 r ; : :: 1_­1­'_..___. I 11� i. ..� j, � 77!!!'- . I I i I . i ­1 i NV Lic.#446 - __j is IN * � I I �' '. '! - - - *' '* . Ill I - I I �!7'i , ". �6 z"' 1 10, r... , ... .... I ;1 I -1, . . �'Ilt i ; �,',r, . 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I A "t_ ; , I k � � I : GATEWAY-DR- 1V.E--.-___ ______'----------------------------------,---------------------------------------- A j __ �11. i . _______­__________ � ; ______ = ; �_ - - - - - - - - - - - - - - - - - - - - " _­ �___ ",�" - - - - - - - - - - - , - - - - - - - - - I=- - - - - - - - - - - - - - - - - - - - - - L'i _."' ---------------- ­­-."__.________.� 1 ___:77:=�� A 2621 1 §2 ����ll���p������������������������ ;%I;;;g�$�jl..... i 1: ��I, MSMII� � I � - LIMIT OF WORK A ; i 1� '� PHOTO SUBMITTAL NOTE: - I � , W' L�'L r,' -il. I � 1"'' 11 I'll !" . , I I '�� I I L , �"_1 1, a A, I L '� __ ,Z '��" " � I � " I. , : , I'll " ,;: i I ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE These plans have been reviewed by the Coachella Valley Water " I � ' 'I � I INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM District in accordance with Water code Title 7, Division 1, Chapter 3, SHEET KEY MAP QN/F J: 9 M L DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO N.T.S. 23 a SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY Article 10.8, Section 65597 et seq. requiring landscape and irrigation _7 RFT/PSC � I V) C UT:1�7'�tla.1:7!.'�U!17717"'M-7"T '� MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. design in cooperation with the local governing agency (City or I 0 . - - - .... X. I I "­,- � '.'.­i"' ':�:".'-'-'-'-" I I TFI, �, I- Ir, :4 0 I �' i '. Z" 11 1 W.50� i 50 - I - .�------ ::" . 1.1.1'.. ­ V ;: 1> PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. I .. q � �"� .1 SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO 9I.E. - ..' � - > ;T f 7­4 : . ..? 1:i L. , 'a ­-, . '_ ,­ 0 �"' . . W �,,�-_' .-Ii, - -Ux4 -L,71 : ' � K ca PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF County). 1���� � 0- ' I I � . , , I - .� . : .� j� v, '� � I ---- ' " ��.51____ , i, ,: � 1, , I PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT(FRI M Approval of this drawing by CVWD Staff does not constitute approval "' A � '. .�_ ii� ,,­- , I'll . ', '�',�L'�� �; ; , M 0 %, '­� -7 _' .1-1 - JRC W -� FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING I ...:. Z�'.�'; � .. 1, to - to encroach into district and USBR Rights-of-Way. Trees, plants, '�', "...1, I" . I... I � ... � -�_'K--- 11 i " .1.1. I , ­ < � CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO . '�.... . " 1. I L . " " '_�%.. �' � 1�-, L" I , " "i � I "�"'"i,__..Z ,­ ". I -, ' 3 - I . : ­ � ' Lm' : co walls and permanent structures of any kind may not be planted or '." _ .... %' '_'�� ' � 11 , . " .V�­-�,' ';:"...... .� .� � W 't, :��t�L ,:! i , 0 A " � " 0 ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE - �­"" - ;­...It, " 7� , � 1 3: 6 ... .... �-e. -� .�--' � '::'.i,� , I - `:�Illzl '� I . .­_� M i_ '�_'.' I­.��- ­I - i- 2 �: NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS installed in CVWD and USBR easements or right-of-way without first I i ' ..!"'�"-I :i�':; :' - � -� � S? PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL obtaining an encroachment permit from CVWD. 1 41 ', ""i, .'­ .."i'i� ,:,. I � I .I .0 a - "..' " �'"!.L -.1"I I ,.1.:I �" I'll i� ­­ .... 0 6 REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. :�'�_1 7/11/06 1 t 'A � ' �: N . , "�":'4. I - %%'z, :.i�i` i ' ii%-'�. I � .".': - :: , _ - I � ':� 'q, - . . ':"�." 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""" '� -... -I.- : i ­1­1 � � � . _�. = ­ . � - : 1. I.- .. - I I . 11. I � '. . . '111, 0264 PLAN CROSS REFERENCES ......1.1'... 1.1"i __$ W IV :, -.1 . : .:::-­':.'.:.'. .. . E E -...I............ ....- --------- _"V��------- 1 3 ��� ;;��_._'.­..­.' - .9%-- I 0 0 cm Call: TOLL FREE I � I .j z� L�� 11 � � L k I �, 11 � __ klw_ ._!'­�...**..................'­­­= '*1 ',"'RVL� 11 �j ,,' .'­­___._"__--\i 1i aw , ' " ,,' ,� i ? :111�111�11�11��"`"I' j ..... " '4 �_ 0 ca FOR NOTES AND LEGENDS, SEE SHEET L-28 o...�'4 9�'"'"A'" ' :::, , �Ml 1. 11 I Z 0 I C . I i W W .11 FOR PLANTING DETAILS, SEE SHEET L-40 ' ______ __ - - - - ___ - - - - - - - -, _______' L I 4 .. � 6 (� � S? I , LE M �' 1 -800 FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 �, I _ � � 2 E?2 Ill '�"' 0 1 O' 20' 40' 80' 1 16M I I L-30 1 <W< FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEET L-4 & L-10 � �10 - I I!I I I ',I 'ill'i I I , Le " ! 11 - - - T � r __L������ .'� ' . ' ' � </--1 2' i� * � '� rr_0 , COCAW � I I �­ 1, ',L� � 'I'll 11'�',�L"'�"" ,I� '_'�.'; "-- ii'N ido FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-22 1, , "I" ., ", -, _ '��_ I 'm__ "­"­"�4'�­","','V­�,' ,;k,_, _"'­_­' ';'�'' a?w z5co ­ , 'L­_ 30 OF 42 SHTS. _' '.......� -........ W 11, , FOR CORRESPONDING SHRUB & G.C. PLANTING PLAN, SEE SHEET L-36 'M�R'��.­ :H6=2 1, 2 g f N I I 11,L *' -I �.' ­"'',". LL I�� , � ,­'I ,,� - - � "," �11 ­­ I� I 'll < <1z: TWO WORKING DAYS BEFORE YOU DIG IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��_'&""' " '��'� 'I,' ­ I , , ��' " "e%1,1--'111'1 .' 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I i ,� �- 0. ; %, I i i ! � I I I -41f -�w ; i � � � ! ; ! ; smommmomomm d a )im iiiiiiiiiiii� 9 ,� : I- . I . ; � . i I I il I I --- : : : : i . I I 0 i i ii . I - - . i i ! i ---- 12' 1 i ! ; , i I i i . � ,.,., i I ! : i : : I i i i I . i i I t #1 � : : i : I � �7%� : i I . I t i () � . � ; AN ; : , � i . : : i : : ; -'-� I 1 � 1 ; i I . � , � . j� � , � : : ; : I i i � q , , ! : i : : : I I i i I I t i I . i 1 ��, . i . � . I 11 .1111, * -1 , ! : : : : : * : I � : ; : i I I i J� , . , -� , � I I : : : : : : a . . I I � 1 . � I � I ­1 I : : : : : : %_ . I , ; t I '. I I i i * " : : : � : : ., I 1 1 I , i ; I -5 �� '. I : : i : : : . � � I i i � ! �1� .... I� : : : : : : 11. ... i ; % � . i ; : ; . I ...., i I --Ew--,§- ,� I : : : : : : - --.11. - Es I � i i ; I W �-6-00--z ANV4 . - --- - . : : : : : : 0 i I 1 . . I : : : : : : %11 i . t � : : ; : : : 1. . . � w W �:1 0 1 :. 1� . - 13' a-0W-*-iiiiii` z 6 : : : : : : i- - � . - , � - - : � ; : : : IL � k, , . I -� iiiiiii *-Ew-*-NW- -11 , . . . I . . 11., =4-OW-5-OW 5-41111--� .6 WV41-9�a-1111111--w-OW-0 T L- 30 . I 1, \�� 6-00-0-titit" E - SEE SHEE it I =-5-0m-a -00-*-M-60111-��"` MATCHLIN - �- . -W a i -W-EW W-�-iiiliil in E 1111111 0 M 0 � a-dED-111-1111111-111 1111111--AF-� 0-low-111-111119-11F 1111111 111-11111iff-111--iiiiiii--111 I a-low-W-11111" 1111111111 - - - -111 -1111111--a 1111111111111 2 1111111 111- These plans have been reviewed by the Coachella Valley Water I I District in accordance with Water code Title 7, Division 1, Chapter 3, � � Article 10.8, Section 65597 et seq. requiring landscape and irrigation I F�fm ;�`-r-,,e�,,-',�' '*-'��`,-�--�"'�',,j"- �, �4 , , , " design in cooperation with the local governing agency (City or V4%Nr4h%Wftdffi*" 1,", � County). A "I I I Approval of this drawing by CVWD Staff does not constitute approval ,- to encroach into district and USBR Rights-of-Way. Trees, plants, A ! walls and permanent structures of any kind may not be planted or ,1 , . ?d 9, i installed in CVWD and USBR easements or right-of-way without first A � obtaining an encroachment permit from CVWD. I If� ,� � A �, � ! � , �) I � Date Water Management Supervisor A � I 1( A / I � I � � C Development Service Supervisor , I -.-] - I I '��,- 1 I --- � ,,�,,� I j �j SHEET KEY MAP 'W"N'/' - �` N.T.S. ; . .. - .. , X -X-X�X-�:-j -k-:.,:1:,-1 :-"'�,�L,',' , --'-- . '�' ­.." RFT/PSC/MPH � I ��::::. � I 'N:,".-g� :� gxm,�: .. : ", �0��-" I I . ::X: .�%.,%�, , 7'1�-�-,�� : i�� � R V �..�: 1�, . .... .1-1-N.... - " 17'! ""', / I W a 3� _ i , � �Au:i���A,M�1 i ,�, 14 0 S . :;� :a, ,.,,.- ......-�,, 1XI: ,�"4 . - - I I 'E PHOTO SUBMITTAL NOTE: "I . .. . . . . 1� T". — - .11 I I � .01z .: N:1:. � AN ,: .,- I ! I IM I �, I ��jt I, " � A �]]��.':'� !:-:�'. �- .. 11 ,4 4W W 0- .. . k ar-11"' I 9 0 ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE ,�.:�, ��, ..,. �,. I 1C �' i ., �. .. " - - I - ��� , , ., � I �. X. 1), % I / I I ' �, J " > . INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM �""N"N. "'""* X.: �� - � ��. I , ,"-- � I -- ' '7 - � , �*,��"�" �'��,'�11��i"�111i"-� '�,'.�1'111 -%.,-1j,,,,.", - -1, -*� � . ;-:� �.. , , , ,- "-I : - -:,^;:,-1;D -111 --, C I ... ".� , , -��-�? " " .., , _ I W DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO % � �N I--- JRC � i�.�!�---� : - .;.. 11.1 I�I.,.:, :111, I � � . .,% I - � � V 4) ,�-:;, vp 9 I ,�S��\;:"� ,- i � W P, . SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY `��"\� ... il :::". -,......-,, - !I - . -,x��,- i�-- - , I �1-1 J3. : �-.- < C; MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. , - - - :� - .. %. I I - ,�� I I �, I. .. 0� -� _ . :�-,--.* k , , , - ,�, ,� IF "" IaW� 1�,,, ,' ""' -� ."i"�� " 4 I � �IW��:��i's .-11 , , , � -,-��'. j :. 0 PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF -M ,i.�� ,�,q-,�-,. ,�,�� - :,......... . R " ----��, .,�% 11::\1�� -� PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. .1 - --- - e .�!( � ----- ---- 3: 6 1 : I. � 10 , �I I ��,� 11�,."I I'M r\ I ! :� I "�,-.1 z,-"-'---- '*':� . " � `4- , �i 3: ,,.�: ,Nx��- 111- - --', - , " I . , I � % A? . .W�l . � SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. : � - ....��%, � � - -,, �11 I�1`1� ...--- � . I , . - k;i� � 2 ff ......1,��I....11-111 . :::::. 1:: :,,.,,,. k . 8 : .iV-k,#::11-1-1 ' . .�,- 7111106 �� I 0 PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM -�.-X ,..- -.1-- :.`�'.- ..". - .. .. , ,,, . , I .. ��' ,.-,, .,, . � � - -, 11 - .�.�i--,', 3: � FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING .......I...I'..:.:,. -�', �115�- 3 bi � - :::�.�: �. , .1\1'��, . . ": N CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO A��. 1, �, "I " -z��,,-�,� .'� ,-L "-,:� . �� � -'. I .. .- �I ,,,, ----�� 0 , 11. . 9 I -� ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE ZID- , �-".'ti,-,".,��,:. ,.�'- ' :- . ,..-: " ,--,'-- �� � - �:�.'�, - *- -�!-k "":-, W - ,\,,�,"i, ,� --- , I / cc � a - - I - � � .�:...k .1 .11-t ,"�11 1:7 -,:�", �, I - -. : . .9 NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS .1 ".I,z.- �M,` 4� n,7,-,,,,�,�,!4 4�ii,�,- � 11 -... .:" ..% 11 § 3: 11�-� :,'�-.-�-�... ....�..Trl Hl-rl�� --,--,%;,��!!�i�,.---- -011 12 P PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL :i,�- ,�i��i i L",�-,-- �I �1, , � 1 = 201 1 C= �' ­-_ , . - , ,1 a 0 .­�::,� ;, .,-�-1 0--ai : -,�'� ::� . A, "' ,` , C= ,\ -.� `­1 : , %Uu ::.."'.1 �.,,- ,,- -, - ........ , -I -; z � / r-4 1� - . --��,-, -- -.--.--i ------, .- �- : ,-,- - ', " � i ,�q j- ,-�fil : . - "'. .0 11111 11117 I I� I - I , i V V ,,.,. C --�.t � � fl*- CM N 1-­-, - , ---�,�:---- 3 : "z . - .. :. � 0=�A�,- .. .. REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. 1, - :.....k"..., ,... -... : ..- � i . . 0 8 , .�- 0 1 .1­1- 11 -�-:, .... : _ "! _�% 0--t- -� ---�---. �' ---, N -- . -. :.-::.,�,� _ � -0. -,-, - ...k.,,- .I . ,,-,,, - :� ...- I j Q -.,,�, �;i. ""-� � - . ... , ,., I . - In �- : -� 10 : I-— � I ib, : - (a :z ;�.�, �,X"7-�i I R r, , -� I I . � Underground Service Alert I _, - I "' --�:� , -.�,-.f � - �', :�: '" T.11�,L 1--: I / -j i-� ". . , I -� , 2 T , -�-,�:,�,-,` . , .1 I -1 - 11 - - I < < I I'l-, ,Ni.- � ­q', , . �` "-� �,-,. �"' : � ... . = 111.111-%, :�n W - . " ��-* -. .: :,, ,� -�,� .... . � 0264 -11 0 � 1�",' -1- � 4) -!�; ,�&� 1. , � I � � . PLAN CROSS REFERENCES - I...... ,�-. I .. ­�, '1— z , - � ,1 2 0 & — _- - k / .1 ,. I E ca 9--ft zoo =:00921%kiiiii: i 19, E . - =1 , '. M I 1���l���1 , �� 0 0 Imm Call: TOLL FREE I — -- -1-1- — 1, , t� � I----- I -- r - 11 , � , "" ,- � ---- -1---...... M-11--1111-11 �:--,::�:.................��--,, -z1-==-------1- . ������������������������������������������������������ ������ 11 n .? FOR NOTES AND LEGENDS, SEE SHEET L-28 - 1 - . .I,------- - -- ------ - - --------, - -- .------ -- - -I-- - - ----- ' ",� W C �', "I � I I. W. 10� FOR PLANTING DETAILS, SEE SHEET L-40 I � I . . I . 0 1 .D 2 Aat,17N, 11, ;�1. .1 = U- .�, - 1 -800 FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 0 1 O' 20' 40' 801 �,��',-,�"��1�1, I,� -) � '22 till L-3 1 1 '0 I I % - :� J1, i� i .� I!I . �1 i C) + i U �-� , � N , ` , ` � - 11111 C I I I 0 40' .4 17� � - I 0 9^0 "' , , (n-4— - I ---1 0 1 - U6 ', � ( � ,v 2�5< - FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEET L-5 & L-1 1 ,� =<�, 1 I A=T f I V MIP-1,.1 ,,� ' U)8 Cnip ,V FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-23 11 , I,," M - I � -- - . �-�,-�", 3 g6 i67 11�I ", , 1 OF 42 SHTS. � 00�50 � " " -, - FOR CORRESPONDING SHRUB & G.C. PLANTING PLAN, SEE SHEET L-37 I I I ,�, ,�� �w tFg -,,,,,�,,Vr — -'.� ,-, 2 11,� � ��."111,111�1 ,�-,� -1 ,�`� -- <iz<izz TWO WORKING DAYS BEFORE YOU DIG � W �"Ii , �--X/ . . .? � 1---�- 1 ---____.4___-__ .-.-__,,__ , r-, I ----- - - --- I-- - - i -11'�-� - I -1 � -/ - 4R LIMIT OF WORK :. :-: :; :. :: ::�,t:::�:;�t»►:.:,t�...:�.t::�„�::�„�:: .. .�,:�,,,,�t,�,A,t.:: ::�,.. ::,,�.:�,.:�i:�„� ;»��t;:i�:: ;: :::�,�t.: ,�.:, :' :: t; ;; j� F : ': �I�.'1IL'11��� •I� �.... ' L A N D S C A P E ............:3.....................:X ,...............:::'F.....................}................ ;',"...� .: -. ,. .... .........T••:+:•F.".:'..."".::'.:;';;c.v::•F.:.........:::':�v:?:•F.".".:."`",:;:.+,+.;}• :',.":'.::'.'T: ::":".:T�v>:;F,»»,.,.,..... .>: .. .. .. . . .. :. .: .. . . .. :: .. .. . : . .. .. .. .. . . . .. . . .. .. .. : : . :. .. .. .. . . .: . .. .: .. :. . . , :. .: .. . . . . .. .: . . . . .: n ,. : . . .: :: .. .: . , . .. .: .: .. . . : . :. :. ARCHITECTURE ■ SITE PLANNING — — — — — — — — — 10221-A Trademark Street Rancho Cucamonga, CA 91730 k ■ n (909) 484-2800 « . . . . . . . . .(al ■ Fax (909) 4 Richard Krumwiade ■ « « °a� ; AZ Lic.#29115 CA Lic.#2834 ® � r +oar s� TX.Lio.# 1884 El El .� .� NV Lic.#446 0 � Q W �PND S C A Pe W ��o rumw;ea oy ■. O ® W Co A m Lij Sit Q wi i W * 731- ,.,...._ y }h.... .:X � « «M�t '" ■ cPQ- ` Date I,jJ OF C A�'� .;wA�... .,,.....,, ..,...,.a.:.f:.. ..,.. ... t . : \ k 75 Mh, a W Q t:;{i S £ t{ {; r ::3�.< ' LL CAI W z i�i § < A O♦ v y � ti h { CV W WT k C3 i \ R �.. _ tr' v`• I A t (f,LLJ �\ 'i of a t Ui \\aa a?c W Z iz t..t..r 0 V• LJ asp tj Ll.l I„L_J 00 7 \ f " \vxe u IL ,�v { 'li <, lu { X'Yi'y't:" t.'t�•t�, yyv�'1µ* �:t ...... I� , k \ on L toY „ ■ lu 14' 12 l € , _ / 12' -t ® r ■ w'` 'N ' \ ---------------- \ ..._.. \ \ \s ■ y l _________________;_____�.,: o jw,,,,,,„�O;a�i:y \ \, y• by O I VA ::.?`tv:.vv...v a ...:n.:.n:.vv.:....h:..~...... i»»». � �`•` V•Q � \ to �`, ........ 1 ■ is y:•�F�F ky �.�: � .�\ �.\„ 1 a 2 � ^ JUL ` I , 1411 .� yc----- - —- ... O ■ � Y 9! :T 0 ■ -- f----- ,l� i .t O r' 0 s cam i h 24,t \ A i : : , t j sr a a h � : ATCHLINE _ SEE '- '- .-,�. These plans have been reviewed by the Coachella Valley Water SHEET ♦ ♦ District in accordance with Water code Title 7, Division 1, Chapter 3, L-29 ��' ♦- ■ Article 10.8, Section 65597 et seq. requiring landscape and irrigation �M f design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, / \ walls and permanent structures of any kind may not be planted or - installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Date Water Management Supervisor A A Development Service Supervisor SHEET KEY MAP N.T.S. RFT/PSC/MP .py'. ... `q, �i 1 }:.i}}ii::`.: 'hiih `{�...::.i e; :� \ti:.": ,EL v \ 1 cc \`�\ hit - RC LLJ Q N '�' � 7/11/06 LE "y PHOTO SUBMITTAL NOTE: =s• � 1" — 0'-0")`. f j t � \ �. 2 0 0 , 0 ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE .,.... N N INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM '`=� ' ` ' �{ :�' _� H DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO Underground Service Alert " SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY `^ y ,jt tt �J a a MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. PLAN CROSS REFERENCES a'" ,_.�'` vv v �• a� 0264 •- PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF � .E E •• • PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. mµ `µ```""„ `a 1 • all: TOLL FREE SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. �� "� �°" """ "' ' NUMBER FOR NOTES AND LEGENDS SEE SHEET L-28 PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM u �� �� �K�uk����w ~w~•~w ~ ��~ �w ��� w�wU~~ � ��~�~~N�~~~~~~~~� �� � w W W FOR PLANTING DETAILS SEE SHEET L-40 FINISH GRADE IN CONTAINER) CANOPY HEAD SIZE BRANCHING LL I 1 -800 CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE FOR PLANTING SPECIFICATIONS SEE SHEET L-42 _ _ pi 10' 20' 40' 80' '' L-32j NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEET L 6 & L 12 ® ' Sao /� PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONALh� � .+ ,1.,=., . , @� 422-41 33 REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-24 .: 32 OF 42 SHTS. FOR CORRESPONDING SHRUB & G.C. PLANTING PLAN, SEE SHEET L-38 �_ � t„t L ODLN TWO WORKING DAYS BEFORE YOU DIG M, _ ....___._�._._._.�- d. .. LIMIT OF WORK LOWE'S-------------------------------------------------------------- r V 1W 1W V4 V ! 'Wi ;W ;V i:w j :V 0 10, .Ifft'tt,.......... .... A R C H I T E C T U R E ---------- N SITE PLANNING ................... 10221-A Trademark Street 00- Ran cho Cucamon ge, CA 9 1 7 30 -2600 (9091484 0 iFox (909) 484-2802 Richard Krumwiade W CA Lic.#2834 ..................................... AZ Lic.#29115 TX.Lic.# 1884 w 00 I .........IW 0 .................L 7 jj DSCAI-e U M W I.............. Td' to ICA IW ......................... . .... .... ....z .................... &Mate L I. .... ..... 7-O(A Date 0 0 0 t10, OF c F— 01 tIP.. ......... .............. 0 0 N II------------- 8�' It............. ............................ ---------t............. . ...... ............ ----------------------........................... . .....................fox IC\I U") .................. W............. Z W co <> C\I Z !5 k................17' Ul 0 10, W ir Ul W 00 LL LL. <)O C 0 0 0 0 .......I ' I I I < ....... 00 0 00 IL .......% — " Lo 0 14' 0 tu 0 LU C\1 00 W ....... 10, coz I .: > < > 12" Cc AD, 0 13 12' 14' ICn 101,12' ...... IN 0ja 00 1 101 0 Ir........... 0 Iul 14' 0 1 n, LL t0 0 U) F- ---------------- 81 :�..... ..............I00 0 lI ................ ......... ....... I0.................................I .................................. .. I--------------I ---------------0 . .. .......... ............00 ..... tI00 tI ..........I0 0 Wz81 P, A 6 Irvo 06 < ........... �%# z t00 A 00 I0 9 0 0 0 tI0.0 I10, IIIL_ItPHOTO SUBMITTAL NOTE:INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO ----------- z ISUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF <PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. .... ........................... .... PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM ................. .......................... FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE..... .............. NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL lREQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. III ..............tThese plans have been reviewed by the Coachella Valley Water accordance with Water code Title 7, Division 1, Chapter 3,tDistrict in 0 Article 10.8, Section 65597 et seq. requiring landscape and irrigation 00 ............. design in cooperation with the local governing agency (City or County).0 A pproval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, .....--------- 0 walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first Iobtaining an encroachment permit from CVWD......................0 ....................... ......'........................................ ............0 Date Water Management Supervisor ......................... ........................................ i---------------................................. Development Service Supervisorl 10 0 00 U .............. 0 00 SHEET KEY MAP N.T.S. RFT/PSC tI........... . JRC L I< ............ 3 0 I"�:zzzzzzz�:zzzzzzz' IA I 7111106 0 ...... ........ cc C\j omit on a on .100 20'-O WT Underground Service Alert __j 084 PLAN CROSS REFERENCES E E 0 0 Call: TOLL FREE WE—*-1=EEW-*-4= -1 -E mmv-m-� a NEV-*--A= it Emu-*-am * M N FOR NOTES AND LEGENDS, SEE SHEET L-28 C W Ul FOR PLANTING DETAILS, SEE SHEET L-40 1 -800 MATCHLINE SEE SHEET L-28 FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 0 1 O' 20' 40' 80' 22 Ill FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEET L-7 & L-13 37 CD En FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-25 33 OF 42 SHTS. CO �q FOR CORRESPONDING SHRUB & G.C. PLANTING PLAN, SEE SHEET L-39 V 1W soul r/00AM EIL TWO WORKING DAYS BEFORE YOU DIG a 0 7 m 0 m oil, k" PLANTING NOTES .q, I'W%411 ' . ,, ■ ■ on so ■ ■ a fia `; � f!k` ® I 1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"INDIVIDUAL SHRUBS." QUANTITIES ARE AS SHOWN ON PLAN. i ■• ■ go CONTRACTOR TO VERIFY QUANTITIES SHOWN IN LEGEND AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL s FRIr ■ ■ ■ ■ �` ��� ,' • >; a COST TO THE OWNER)AS REQUIRED. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR - ` ■ a ``\ LEGEND LANDSCAPE ARCHITECT TO PROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION s ...--....,k•. • • ' ,O AP RIO O as 2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER L A N D S C A P E PLANS AND SPECIFICATIONS. a,; ..., F.•.,, .. ...,,v.. CAT ARCHITECTURE • ra %° . ` ..a \ \ �� MATC H L I N E - SEE SHEET L-39 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS y b e ,;; ; ;:�, ® •__;�" !-� �..� WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS, S I T E P L A.N N I N G a a v `r `� ■ i ��� i �� • � ■ ��� F �' ` 102 21-A Trademark Street : 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. k A 91730 -2800 a..,:a. \tip 484 O . IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS. i Rancho Cucamonga C ox s .r.,,.a,;,x.•:r.;;:., r. \ r ........ ..... ............... .......... ..... ... ................... .... ...__. .... ...... ......... ........ ..... .... _......... ..... 5 91r`J .v,5`vn,,,:rY r.._ ` < Y A C + ,; ..,•' .,,,,,,,,,,,,, , ® O IV i l .. ....... \\ \ O ,.3 oa NT" I • ;f .•-- :.,-- •,. ,as --<;• -=:-. :-: :-:-:-• -::-: '\ �• O ``\ • 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT BUT NOT BEFORE IRRIGATION SYSTEM IS �• ''� Richard icrumwiede ' � a : ._..�..- ® ® ,._.____ .;.-;;______ •:__;-_ _:___ 'k._,-________ ._.V.___ .,__-,______.._�;;...__ a;,_,;'_.............„• -__._._._..,_;_;-_,_.__. __„ _._,_._____ ;� \ a: CA Lic.#2834 p �? � � � ------—.. ` ( � •. >r............. :cw......,.::F••::`........,...Fin=�::s.:..:. --a.............,>=::�c,..k.. ••:r�......,,..w.,z- :.''c...,...---;�. �...,....,......y;�s,...,..,....,.. 2\.,,....w..... •�.w............ a � \ + � F • ag i :, i • ® ® r �, \ OPERATIONAL. (SEE SPECIFICATIONS). ` AZ Lic.#29115 Lij a 2 rU � .,, o ♦ TX. 'ik `, Lic.# 1884 g • • � M. :� 7. LANDSCAPECONTRACTOR HAL SC SHALL TAKE FOUR 4 SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE 2 A \ `• „�k� 4; n O LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12 AFTER ROUGH GRADING AND SUBMITTED �p , a , .... ... G p :� ...:. < Q II ,,x �' �� .' •: >: '' � � .w.. TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING THE COST OF TESTING b \... r n .; 'A-�'•`�"'w- .2 Q � HALL BE INCLUDED IN O •. O k �' \>aro\, 3 is is k Oo .: .: •: .: THE CONTRACTORS BID pS CA p S O aw. Y N W ...... ..................................................... �. ,.`,k k... , �0 .......... .............. ............ ......,...... .............. ...............-.-.........�.,:J >- z „ "a.� O E RECOMMENDATIONS q { ..•-•• � <'" ""'""""""'"� "������-�� ����"�""'-�-����������������"'��",:�"'""'""""""' - � ,,. .,. ,��; a ,a".", • 8 THE ECO DATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX O rum 9 Wr \ ,.� + ,,,,w ,, `� k b ..,,: •aa' O .." a SPECIFICATIONS(SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE W�ea cy ,K,�v.,p" k; ? ® €` a fig" >\\\� asa p p i LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS �a 'm ■ ',;,ta.,�`,•S ` k. \ �,_ w as '� i " 1 4 `\\ 9. DECOMPOSED GRANITE INSTALLATION: INSTALL DECOMPOSED GRANITE IN ALL SHRUB AND GROUNDCOVER AREAS PER A -+ W - SPECIFICATIONS OTHERWISE INDICATED ON PLANS k 2 2 •. CIF 2 2 I PE ICATION ++ si r,a a , , a \,. 731.0 z 10 CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND Dete t INCLUDING REPAIRING ANY IRRIGATION O ;_a a t n,. v.,v. ♦ ?i \� ;k O ,aaa k \ .,.,,....:.v.,,., �,�.:."w-,� .-•' «• •, .:: , \\, . '' `" "� ,,.,,"``"' .::`•`""" .: `'r """�- � • � � ` � � LANDSCAPE OTHE LIMIT OF BSTRUCTION AND/OR SUB-CONTRACTOR. REPLACEMENT ITESMTHA THAT L BDIR D S S E EXACT DUPLICATIONS 9�.F OQ? k: � f �;Za-;k:; �{.•.K.,,..•+,,,n•::..,,,,,,,u.._ ti<a4 k; Rz O ! b ,�"`` � � ; ? . ; OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. OF C U f;` u r c lraa V . \1 8 O ARD AS INDICATED O ,•• :' ? ••h,w,,.av ... ` 3 .. „wo,,.w-•:.wr..,,a,,, .aa. :,:" .,h , •. ` ,u v t ,a°` 1�\ � -■ � �. ,$,' I Q \ N DRAWINGS. UB AREAS ARE ADJACENT 0 TURF INSTALL CONCRETE MOW STRIP OR 0 E NTT RF IN LL C STRI HEADERBO _. P O - I : 5 12 L TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNERS REPRESENTATIVE CLEAN-UP SHALL , 0 • AN-UP HA PR i : t E GRADING a. ° vv„•oar,;.^-s::1i 42 Ec-,. t :;...;�"`? k a� .oa �::., „ a 4 1 .. y ,. kv :i.E.i2. 1 Y ... ■ TO BE INSTALLED ON A SWAL HE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT _.... . :,., v S 21 kv ,} ., �, .. ,._,:�... F :,.-.>:;�k; a ,,..� {� aaa { 3 IT IS THE CONTRACT RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES A SHOWN NTH 11 _.... ............a.-.,, � RE E FLOW k ` n� , .• \ ,\ • I RESTRICT TH 2 b kr P ,y Y `k'Q �,� .... -z+•:.,,•.,,,n.,,.n• .t\ a, \� � � , \ay.,,aea, \ a + � -- � kk ......t••,.cia:c`v.,rvk a Q 'ki' ' :h.' "�' �\c.:a,.,. ,. :; R � � � i, � � 4_z \ •`\.w,r'`�k�j � � �k� 'aaa • k` DECOMPOSED GRANITE NOTE. t S C •,. i� 4 v O '• ;, 1 O �'h,,..,„ t,•-- _ ae \ I DEECOMPOSOED GRANITE,IN ALL SHRUB AREAS. DECOMPOSED NGRANITE W ILL. SHALL BE ADOBE SUNSET BY SOUTHWEST BOULDER&STONE,PH.# N * S 21 th }, r E ri x::__, ,, '•. `"' 0 k . aFa a` Q (760)342-5522. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR — DETENTION BASIN LO a I I TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVES TYPICAL ATRIUM NOTE: V i APPROVAL.D.G.IS NOT REQUIRED IN BASIN WHERE COBBLE IS SPECIFIED. ._......, % N f' SEE TYPICAL ATRIUM PLANTING \ : : \ \\\,��' O N a ;. ENLARGEMENT ON SHEET L-35. QUANTITIES - n• a.. - J INCLUDED IN OVERALL PLANTING LEGEND : "" ® ~ N \k k ® TYPICAL UTILITY NOTE: rn • 2 ; � a k t ��` \ Z P F kv e 2 `v, r FOR EACH SHEET. N Ca,: \, t? Q a : : \ t,rw•r.; ;i •ik as`� ?? :,\,,s+ { ,. ' < ''' v .i.i, ` "+?s3$>°o-___ _____ _______ ___ _ ___ \ ' •\ ,x 2 ® ' g ra CONTRACTOR SHALL ADJUST SHRUB PLACEMENT WHEN IN CONFLICT WITH UTILITY Q "\\� W Z 4t �a SHOWN IN 22 (� STRUCTURES, VAULTS,,4J�D TRANSFORMERS. WHEN!Ci 14l�GIla�O ZOG,4TlOf�,S �! W E 3 ; 4 akk a `��•.� • ?k r. S 5 2 � � d\ � '`rt' ,• a`a�p „\ `\k • „wt , a ! . 5 . ,y r S-22 6 � a .�a s70 O � ;., k , v,. „ PLANT SPACING NOTE. ,aa,,., ,•, ,• k, ' Y •; p : :i .' .:>t � Z\`� `�` ;� .. �`\\\ yd• jF. �"aa°`•n.,,.nw\ .. z x \ i ...... ., S-22 •«a,., S 22 ,.,, • a, a�„a. l � �� , a S 22 ,.. M -_. •`O`O � \\�\n., aaar \ aa�a� k � II II W N , 2 Lo U S 22 6 „A t,, �a �a`` SHRUB LAYOUT AS SHOWN ON PLAN INDICATES INDIVIDUAL SHRUBS. QUANTITIES 00 W „ 6 a "--- � � }• i< 10- 2 ' 5 + ` •z ik; a � O �O Oo as • a� \ ? � ��; � '� >"a� ® � $ • AREAS SHOWN IN LEGEND. CONTRACTOR TO VERIFY QUANTITIES SHOWN IN �' � 00 z k; 6 �;, o a @ O LEGEND AND ADD ADDITIONAL PLANT MATERIAL AT NO ADDITIONAL COST TO THE T — = s ® C E :c w ` "w;;,, _ � \ \ �: as OWNER),AS REQUIRED TO PROVIDE ALL PLANTS SHOWN ON PLAN. a ■ '\ ., i`F ..,r ,a•, \ .�... Zo,. I k " ■ ` ® w `'' � • ,•\,,z\ fr a \ ,. ...,. �„ s� LAYOUT/SPACING WILL BE AS INDICATED ON PLAN OR LEGEND.LANDSCAPE — _...., � u ��,\, , aZ • m � z� � \ \� " € a` � � ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. ._..� S 22 •:. ::;y :;,' ! C ® .afi \ ., i O Z i, v' a , t O • ..® OO \ 2 • k2 , 2 v., �� a:: 2k:.• ,:����.�. ,,.,,,,v_�,,. _4 �,N, ,.w. � ,-\ � aa • `� � I " ` ,aa� � o�� � � ® ® PHOTO SUBMITTAL NOTE: • ® `' lu aaa ® ® \\ k "`�' • I ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE a \mow\, + a a` ` O ,k w yx-, :..«,.,v.,.vrw.® >,,,.,,a.\ — k �a INSPECTED N D O o \ b 1,. ® z OA APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM + •� a O • : a ® ;>` DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO o :. ® 2: "-$ a "`� I „ .,.� - ' ��' ' :'a� ® ® SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY ® O - ,,"••a. ®�. -- '�............. .,. .... ...:. .........i �� ..... \ aa� ' ® ®\ ,4 �'— �.. \ ..F.�..: �o �`;\�• ,�°��� � ® �:".. a � ®•� � .,., s ® I .... ,. "A. ® ® � a •�. °°. i ""� g ® MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. _ - - ,. ` ® � " . • - ® • ""� : : ® ?, _. • 3 PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF ;` 0 ® c PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. ® ® p ® O aaaa 2 ® p © ® Q p \ \�r' r 0 "aa"� I SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO I.E. , " ,, .\ ,,:.. a• ,a, ..,.., ,.., .,.:. .. a.,,, �. ®....,. :.., �,a� � „ •!,,,, O MEASURING TAP ( �`��,;;��\� < PERSON, M RING E, ETC. TREES SHALL BE NOTED WITH HEIGHT FROM ■ ® aa"a O g \® a,,,, �� as ® ® ® • ® FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING I a ®,,'``' b dd ® ® aa° ® aad �`� ® ® O " CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO r ® o ®® p \ �" Q• LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE i • a • ® .k.,.,.0 �,�� ", ' `A aZ 0 O ® • NOTIFIED OF SCHEDULEDNURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS ® O Q t ®®® ® � "`••"'-"?� ' F a"` 4 t r �� • 4 O - SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL 0 ®; OQ ®® O • `\'v} a p t o • • • ® 0 O O• O• r � \ ® O O• • ® ® ® ® ® ® • ®Q O ',; I O :o:S�V� — REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. W Al — 1 : ■ 1 ■ GATEWAY DRIVE I U � Z I ....................•.,.......•.....•......•.•.................... . �r������ ,�,��r ���� - ��.,,,,�,,������ �� ,�, ��,,� .�,.. -------- 'Q ------------------------------------------------------------ vep n - -_ - - - LIMIT OF WORK - _ - -- -- - -- - - - ---- - - JUL ) 8 0 SHRUB AND GROUNDCOVER LEGENDS �, Cc 0 Symbol Call-out Water-Use Botarucal_Name Common Name Container SymboUMature Size Available/Exposure Quantity Quantit y Quantiiy Quantity Quantity quantity Sheet L 4 Sheet L-35 Sheetl� Sheet L-37 Sheet L-38 Sheet L-3� Z SHRUBS S-1 L Acacia redolens'Desert Carpet' Desert Carpet Acacia 5 gal. 12'Dia. - 127 0 0 0 0 0 ® S-2 L Agave victoriae-reginae Queen Victoria Agave 1 gal. 18"Dia. Mt.States Nursery 56 31 103 36 0 51 ® Z O S-3 L Agave bracteosa Spider Agave 5 gal. 24"Dia. Mt.States Nursery 8 24 44 20 8 40 Z I' + S-4 L Tagetes lemmonii'Compacta' Compact Mt.Lemmon Marigold 5 gal. 5'Dia. - 11 13 57 98 21 84 OS-5 M Caesalpinia pulcherrima Red Bird of Paradise 15 gal. 10'Dia. 9 2 11 12 1 0 0. S-6 L/M Calhandra cahforrnca Bala Fairy Duster 15 gal. 6 Dia. _ 6 -15 -30 21 _ -6 35 _- -� OS-7 L/M Tecoma stans'Gold Star' Gold Star tm 5 gal. 6'Dia. Mt.States Nursery 14 15 31 36 10 52 0 S-8 L Chrysactinia mexicana Damianita 1 gal. 24"Dia. - 145 43 154 140 41 237 OS-9 L Dalea greggii Trailing Indigo Bush 5 gal. 6'Dia. - 13 3 10 0 0 0 -- O S-10 M Alyogyne huegelii 'Santa Cruz' Blue Hibiscus(Tree Form) 15 gal. 5'Dia. - 9 24 48 33 10 45 '? These plans have been reviewed by the Coachella Valley Water S-11 L Encelia farinosa Brittlebush 5 gal. 48"Dia. - 25 5 18 0 0 0 District in accordance with Water code Title 7, Division 1, Chapter 3, S-12 L Hesperaloe parviflora Red Yucca 5 gal. 42"Dia. - 54 59 148 112 46 85 Article 10.8, Section 65597 et seq. requiring landscape and irrigation ® design in cooperation with the local governing agency (City or ® S-13 M Lantana'New Gold' New Gold Lantana 5 gal. 36"Dia. Mt.States Nursery 101 37 128 113 19 74 County). \ • ,fd S-14 L Leucophyllum langmaniae Rio Bravo Sage 5 gal. 5'Dia. - 29 22 53 99 30 46 Approval of this drawing by CVWD Staff does not constitute approval S-15 M Muhlenbergia emersleyi'EI Toro' Bull Grass 1 gal. 36"Dia. Mt.States Nursery 24 64 109 151 39 80 to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or Q Oo S-16 L Penstemon pseudospectabilis Desert Beard Tongue 1 gal. 24"Dia. - 62 135 289 279 123 317 installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 0 S-17 L Salvia dorrii Desert Sage 5 gal. 24 Dia. - 73 54 135 125 33 154 ® S-18 L Dasylirion wheeled Desert Spoon 5 gal. 5'Dia. 0 0 2 8 5 11 S-19 M Ruellia peninsularis Desert Ruellia 5 gal. 5'Dia. 2 4 8 6 2 27 ate Water Management Supervisor S-20 M Salvia greggii Autumn Sage 1 gal. 42"Dia. - 25 29 72 80 38 73 Q S-21 L Bulbine f rutescens'HallmarW Tiny Tangerine 1 gal. 18"Dia. South/West Exposure 30 17 102 48 72 169 Development Service Supervisor S-22 M Teucrium chamaedrys'Prostratum' Prostrate Germander 1 gal. 18"Dia. North/East Exposure 49 77 106 119 67 179 O S-23 M Verbena rigida Sand Paper Verbena 5 gal. 48"Dia. 114 60 178 225 51 145 r II SHEET KEY MAP Cam ,. .. .r , .4 rr O S-24 M Zauschneria californica Latifolia California Fuchsia 1 gal. 18 Dia. - 8 60 112 140 55 88 �;v ' S-25 M Bougainvillea'California Gold' Bougainvillea 5 gal. 12'Dia. - 0 0 1 2 1 0 N.T.S. RFT/PSC ; — - .... . ::L' ,: i'' i ,.•e•a�eike co a�".4� t a a .i t, v 2k , kk N S-26 L Senna artemisiodes Feathery Cassia 5 gal. 5'Dia. - 12 20 36 46 7 50 a' \ ` _ ■ s " , s i S-27 M Dodonea viscosa'Saratoga' Hop Bush 15 gal. 6'Dia. - 8 6 18 19 5 36 � - �~a��\� 2 '' _ ��- a�� In a a 2{�.. ' dS'• +.. _.:_. ;: �Is�\. • - im -a` „,\k .a:l, z ,. k LU m GROUNDCOVER � h'�r'= � t l •.\ 4.O l3 �\ .'.\ v2 \\\':i•�k:`x? 2 t -•3 3 GC-1 H Cyonodon dactylon Tifgreen USDA 328 Sod Per Plan Maintain @ 3"-4" * Available through Raimeny 0 0 0 2,829 sf mow Neiclftt Nursery(760)362-4296. � 7111106 3 N GC-2 H Cyonodon dactylon Tifgreen USDA 328 Sod Per Plan Maintain @ 1"Mow Install per manufacturer's 1,500 sf 0 0 6,130 sf `' a m Height recommendations. 3 - o k _ !.'aa2\k2,:`ca yy�3�\4\\ i 11 1 11 0 _ w�$.. �1i�%f~ .+ ' :j.;k,• ty:��:,,-• .�W!-�'fti•' \ `�§.\\>>' 1 20 —0 (® l CT y Underground Service Alert PLAN R REFERENCES ., N'T ! i ]� \ S e SYMBOL LEGEND CROSS ...', t: •` �-�-� �"�� `�k`:`��; •• FOR NOTES AND LEGENDS, SEE THIS SHEET • . TREES SHRUBS -� Call. TOLL FREE : 4 ` \ J tNlEw.r oa vE \ 44\\\\4\��'\\\\4\4\'�•\\ Ty(v2G r FOR PLANTING DETAILS, SEE SHEET L-40e...-.- `4 ` ` 4 `4V''` \` - ► ►� " .r W W CALL-OUT - FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 " "'U"` "" 1 -800 SYMBOL CALL-OUT FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN SEE SHEETS L-2 & L-8 ` co SYMBOL FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-20 0 10' 20' 40' 80' Laea34 : 422-4133 SIZE FOR CORRESPONDING TREE AND VINE PLANTING PLAN, SEE SHEET L-28 . rf • AIM t -� 34 O 42 SHTS. `N` (gal./box) QUANTITY QUANTITY TWO WORKING DAYS BEFORE YOU DIG ` ::� ,;'.�.�----.:;�, ,. I•if: ..0,:. ..;i,to :: :a/.-. h:. .. .. .. � at `U ............... O 0 � .,. SWALE PLANTING NOTE: ATRIUM VINE NOTE: ° "` ""4` a ' ♦ - /� "•Kip\,..»4..... i E f'`,,, VINE T SHRUBS: SHOWN HERE IS TYPICAL. SEE TREE & �, ��-+�-�•. CHL�IVE -- IN COBBLE SWALE AS SHOWN TYPNCALD EXPOSUREND,SHEET L-28, FOR SUN '= •� ��`� r' O 0 MH ;h t EE SHE REFER TO DETAIL J, SHEET L-19 FOR , r : I : ET L_ MORE INFORMATION. REFER TO CIVIL „ : » 38 ENGINEER'S PRECISE GRADING PLANS OR EXACT SPOT ELEVATIONS - - O z ro § § CV Bill1 L4njs SIR t t ______ _________ i • k + t • ra + ps CAPE ARCHITECTURE yN fi� \ � � f it { vy r � '`.k;..e �� {\,,,,,,,,,,•.^:i ``\O w''O � i o ,r ,�� i' kat' r ;` i »k � t,,.: 3,� ^O.. SITE PLANNINGx a ® � I Stre at O E 'V J €O ,O O. A 917 30 ! , �+ Ian Rancho Cucamonga,kC • OO o OO 7 » O f ! +� (909) 484-2800 o 1 O O + • V.. U.. . Fax (909) 484-280 2 R ; pS-21 co§ © ,� „a ,r r' �• o Richard 2834 ede \� \ 3 Op o CAL #2911 ■ 4 O r I r C v k O µ • fi -..,Za\ ♦` \ �•:,, _..,.,1 ' �f, a• i _ � � AZ Lic.#2911 o .• TX.Lic.# 18845 � � ,, ' � - _ `��� �� ,... . • � S 10 Alyogyne huegelii Santa Cruz' " • • _ n - • o O O� • �s �Q_, ® ,r _ _ , _ fi 22 * S-15 Muhlenbergia emersleyi'EI Toro' DSCAP fi, ..- �- OIT ® V' o • O a40 : '. Do , OOS-16 Penstemon pseudospectabllis00 � um w O ' „ r ` a r •%® ® O O „_ ._ -, r,. t �I o * Ruellia peninsularis - w«.,..v.. ... » .. � n1 '0 , , 9 s L s„ , « , o § fi::: :;.,,.. S 21 Bulbine frutescens Hallmark to ................ u- + , C` 5-22 ( •, //, , --_- 1'• I; iiE ' ii 4 _ ..,.a x...,.,. _: ♦"` TYPICAL ATRIUM rF ■ ♦ .., +re :rc:::.:::-i fi....:'♦ �, § , D»w ♦»i 3, i 0:;.,;;;;»:.r:' x » �; t t2 �C } r.. .....> S-22 O F C A I, ti'• f l: ,: r• i tf 1 1i 7: i � ,.,.., fi ,:.,:..tN �°�rP.'rq;;. z 7 p :::::::::::r:....:-'-' �"'""" is .,.. :.:::::::::::+:, I: 9 `k „ MiiiHlr.w•._. ■ � \. N v--..--:- p�! � � � ................ �. ;; j `: `\ '\ r,:,:r.r...,xt:; $;•.,•.c . " -� � •� ` J �• ••. ., \-r� PLANTING ENLARGEMENT , i, k: L SCALE:1 1 , 1 -: _sv:�s »•� ,; _ja_• sssss� :;, ■ i fit ,_ €E ?.....p § a. h�♦x1 :...:...:..,- : 1 § -. ,-»»rs.,,,, ».»,. :•a» -§ i i.,,?.`\i 2,,' V``y`,��Zt� 2 i k `t 4 � •:iR�µ: § .fi•,' .vhp , P CLI 1 a' �M4: TYPICAL ATRIUM NOTE: S �z � � ■ ?.•. t ; p ;_: SEE TYPICAL ATRIUM PLANTING § �: 32 ` ?Y ENLARGEMENT ON THIS SHEET. QUANTITIES r """ mr r j `s , „ it DECOMPOSED GRANITE NOTE: 3 �; 1 � ` ,�` § � � � INCLUDED IN OVERALL PLANTING LEGEND h` r {: ......... } ` - � � FOR EACH SHEET =� �❑ L— � i CONTRACTOR SHALL INSTALL A 2"LAYER AFTER COMPACTION,OF DECOMPOSED GRANITE,IN ALL SHRUB AREAS. DECOMPOSED GRANITE 1 i s 7 SHALL BE"ADOBE SUNSET"BY SOUTHWEST BOULDER&STONE,PH.# "" :: '?••`•• a Ip s: O O O :i (760)342-5522. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR ■ ` = i :p S-22 :a. ;, p§. TO PURCHASE AND/OR PLACEMENT FOR OWNERS REPRESENTATIVES o o `- } m� »o- ;cw h >a �.... Qo�r � ■ ` r APPROVAL. § 4 ++ l ..,, , L.LLIJ III PLANT SPACING NOTE: i " z SHRUB LAYOUT AS SHOWN ON PLAN INDICATES INDIVIDUAL SHRUBS. QUANTITIES M ' _ ' W z ARE AS SHOWN IN LEGEND. CONTRACTOR TO VERIFY QUANTITIES SHOWN IN ■ \�" `' s J LLI I r �� ..: Il.l LLI LEGEND AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE """' """""""" "` """""""""""""""" 00 ` - OWNER),AS REQUIRED TO PROVIDE ALL PLANTS SHOWN ON PLAN. f ` "` ""=`•a;: i ' L� , LAYOUT/SPACING WILL BE AS INDICATED ON PLAN OR LEGEND.LANDSCAPE W c U I `""`` �'f< n V ha' W A Q _j W ■ � §.:~•.:asp `c., :t•.a:,•::.a•::,a•.:;-'' § ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. k �4 rj "" »�»»� `'r. r W m Q r \ , t _17 � � � • +t� v: a r `V t� I PHOTO SUBMITTAL NOTE: W 10 `. !•�a\`' _ :....:......:::......::::. _h- > -1 Z W Q � > Qr :t I� W0 i ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE W O �; O i Q (n INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM (n I O ............. a Ip->:::: DESERT VIA PHOTO SUBMITTALS PRIOR TO DELIVERY TO SITE. PHOTO ■ p � > �•""tom�:t "-�`� »- � `•»»" ' -- -- --• •• --- -- --- I e _t O I SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY I 4, O :l I: I + I 1 :t MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. € '' ) W t PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF W , s., .. °; Z PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. Z / Oi.f E�,...,.,...?...fie a ; �:. SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I,E. — ".,.:r`�.°' ;, ^"` di t" J I PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM _ -,<; '�-r�•••; -.? tip, �, ` � -- _ ,__ _ _ __.•��r-��<_.-� _ _ _ ,\ :fi ,, , _ � OO O t FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING = E 1 U�bw�tttvti�y;t�;�`:�}:4 �' iw•.v:m,,,.a,,,:::.,-:::::::::::::::::::.:.,:.:.t:..,.:.t.:nv.'at`.;.v:-;;: v ` C. , ..., CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO b § ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE I ::. ,.x;:,, •... ..t.:: :hta.:> „\,* �, ..,a-. , O NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS ■ °Or § w �� PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL Q ® 4 - ` ``` fi ° REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. 1 '§ ° Noco c h a k \ A 1 �. ha i Off` :td«� I• p 2\\ t, ,•,, � is a, fii t 1 , t •_____,._...,.,E.....,• _-,- • fi .::.Kt• t„ is , ,i 1' 1 : 2 r , , V O\; �7">\,' ♦ „ I;i v ,. } y �i ti !• {i,,,._______-'_:\a;h,ti tii a;age_• , ,,,, _ Co �`t� 'j'- ... 2::,`,`♦.: : § �; � is ,�'___.,.-_,... k. ■ "' i; : 'r'>1� x kE is bw.' "0. O `, ' O , � ,• fip TYPICAL AUTO COURT NOTE: I O a .a \`..\�♦a♦ ♦♦' ».,..,.,.,» :,.,, ,.,, „ is `\w�` h * g ' SEE TYPICAL AUTO COURT PLANTING � ENLARGEMENT ON THIS SHEET. QUANTITIES � O d ` °\r it z INCLUDED IN OVERALL PLANTING LEGEND S 22 0 �� �� O 1 FOR EACH SHEET. 3 V r •, ::;-::: ::......................'>... TYPICAL ATRIUM NOTE: < fi SEE TYPICAL ATRIUM PLANTING \ T o + - + a i O , mr, 7® �:€' '"'"'"""" M `" "" °°°°°°°°°° °° ~~~ ENLARGEMENT ON THIS SHEET. QUANTITIE 2 �- O INCLUDED IN OVERALL PLANTING LEGEND ,=a §4: a I: _ . .. FOR EACH SHEET. S 22 <:� ? a 7 ReCf I,Ve Q- ■ h6: of v § .iirtiiiiiiiiiiiiiiiiiriri Yi...r.r....x..... , 1,.. C $ � � .. tz is= �: � u fi-♦ • a ice; 2'006 O ,$vi: i:£ ~�, ,w'` t > .? ` ,,.o- i !R•V N I as ' '....� p i. § t, § t: :.. .>.,,.,:::.,:,,,•i at S 22 z' S 22 p• � ;s lsx' 1? s 2 l aa, lFkT § lr• S 22 O . t ,r , § J.,......,,,,a..i, �• S-22 I i' h 3 ? , r .» t ,,,, 5 fi, r a oo � o s22 s�2 a ° 5 G ,00 3 :r - 00 .::r::: ......,h k : a ; I OO c\ .,.,w,`..-.,:\ r s „ v v , v ■ i , ` ` av1♦\. �``v \\vµi♦\1,\<44,C rx 0 0 a fAL ,v imIn p ha., _ u -^- ,`°a---u �� S 3 Agave bracteosa "cv VY'. µme.,, ®a .,, • m » �fi rr .i - 1 Q O 00 i s�."�" "` 0? O " fi ® ® + S-4 Tagetes lemmonii'Compacta' ol Ce ® O "a r' "� These plans have been reviewed by the Coachella Valley Water O � � � O ® ® ® ® `�-�4�'® S-7 Tecoma stans Gold Star District in accordance with Water code Title 7 Division 1 Chapter 3 V J Article 10.8, Section 65597 et seq. requiring landscape and irrigation S-10 Alyogyne huegelii 'Santa Cruz' design in cooperation with the local governing agency (City or • " - County). 1 Approval of this drawing b CVWD Staff does not constitute approval ■ - O S-16 Penstemon pseudospectabilis pp g Y pp GATEWAY DRIVE to encroach into district and USBR Rights-of-Way. Trees, plants, /� 1 - - / walls and permanent structures of any kind may not be planted or - TYPICAL AUTO COURT installed in CVWD and USBR easements or right-of-way without first .;< obtaining an encroachment permit from CVWD. PLANTING ENLARGEMENT SCALE:1 =10 ---------------- -- -- ------------- ate Water Management Supervisor �r LIMIT OF WORK Development Service Supervisor 7 \ f SHEET KEY MAP NMI = � N.T.S. RFT/PSC S? :.rn..,..n At,t.• C � W. •��" to a g ,.+``� \ -, \ _ 1 ® ;-�,, .� ♦ _ __ xa JRC I a - g ei "'t ;c racc�`r i\ ♦\�r zN \, ♦ �, {.: qq , to Cl) 3 Q a » , 7111106 co N N ! •T t Z d 1 d is',Ic...r:_.,® `•". .,ye'. TYPICAL UTILITY NOTE: _ " ♦�\ r rn rr - _ .c-.♦ v\�\\w�♦,.\ ' ' fi, , - ♦ .kE, Et�C:\\<�\\,\\: \� a a\ - , j k it ry.0 i;;t'!:r,,,a „`:_: :.::.:c:�iv��\�? 11 I 11 \L'4♦'\\♦\♦4� IA CONTRACTOR SHALL ADJUST SHRUB PLACEMENT WHEN IN CONFLICT WITH UTILITY " _ _ `_J "` 1 — 20 0 Lb \ STRUCTURES,VAULTS,AND TRANSFORMERS. WHEN CHANGING LOCATION,SHOWN IN �,`-,�,,._ ,•;;. ,:�i - ,: • � 3- PLAN, ' `�, ;:>.�:` -•. ,,.,� ,r ,,,, „ cv a � CONTRACTOR IS TO VERIFY NEW LOCATION PRIOR TO INSTALLATION, ,���: 3 „4:;\�{.: ; ; , f :i - - ak # .. w • •t l �" M�. �� :i:ti: T.'s; .. .....:.... i i n- Underground Service Alert 4. \ » l g SYMBOL LEGEND � \\\ ti�,uvly , PLAN CROSS REFERENCES \ ,r \ \, ♦ ,` 0264 TREES SHRUBS «.\4 . 44 c,t �; _J J o 11 Call: TOLL FREE . . A.� »,. FOR NOTES AND ALL-OUT LEGENDS SEE SHEET L-34 "� " `"� C wK,,,wKww �wxKwk ,www, ww ww,,,,wwwwxw „w FOR PLANTING DETAILS, SEE SHEET L-40 1 -800 SYMBOL CALL-OUT FOR PLANTING SPECIFICATIONS SEE SHEET L-42 (i r L­­35 cur - - 0 10 20 40 80 SYMBOL FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN EE HEET L 3 & L 9 422-4133 s s s =Qta SIZE FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-21 N N 35 OF 42 SHTS. � (gal./box) QUANTITY QUANTITY FOR CORRESPONDING TREE AND VINE PLANTING PLAN, SEE SHEET L-29 TWO WORKING DAYS BEFORE YOU DIG a, a�a� ----- - ____ __ _­ I - --- - - - - ______ I __ - - - - I - - --.------ - - __­____ -1- - - __ _ ___ - __ I __ __ � __ . I I I - -- _____- -_____-- -- "I---- ---­- 'W, -,r�,�"111 , ",7 , , , , I � 1�rl_ .i i-�,�,,��1.1;10� . \ ��11111 — t� I�� � - I I - 4 � I I I 11. � I 0 X., $ '000 a *** .".1 :::::1.. - 1. - . I., i� �� - . . , . I # I , ­1 40' - 0 .... � � ..� 11 @ . 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A 4 I LIMIT OF WORK ".f DECOMPOSED GRANITE NOTE: These plans have been reviewed by the Coachella Valley Water IIIIIIIIIIIIIIIII PHOTO SUBMITTAL NOTE: 11111ILLL. �, 1�� District in accordance with Water code Title 7, Division 1, Chapter 3, momwqwwlllt;zugnm.",-" '10- . ; ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE Article 10.8, Section 65597 et seq. requiring landscape and irrigation W/ I CONTRACTOR SHALL INSTALL A 2"LAYER,AFTER COMPACTION,OF SHEET KEY MAP "N' � .2 DECOMPOSED GRANITE,IN ALL SHRUB AREAS. DECOMPOSED GRANITE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM design in cooperation with the local governing agency (City or ___ :7 N.T.S. I-- I- RFT/PSC ; 8 ;, i ",�:.�L. ,�:_ 11 .Iiil " V) SHALL BE"ADOBE SUNSE7'BY SOUTHWEST BOULDER&STONE, PH.# DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO � 11J:777­2777. I 7111 I=1MIr: :,, . , . .� :: C, - - - , ­�,��, -�i.-,i,-z',R::1,.:.Ui._ �1'1. ­L; i N 1 (760)342-5522. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY County). !;�� 111.W.`I1!;!;!!-&ffk 10?� 1. . I , !,�,��,:I .- - - - , I I I ::.:!::: I , I I q 1�__ � � : , � - MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. N,I , I I ....­1_1 � , - -E , " _,"�,%- ,,��,��.-:,'_'. "I,.,: L��:�,.!. - 0 11 11 ­­­ �­.' � —r--"—________, .S IC � 7 TO PURCHASE AND/OR PLACEMENT FOR OWNERS REPRESENTATIVE'S I - I 47".,��!""i .. rl�_�, " , ____ _ U11 17M L. V , ... ­� F:� ; ", - I I I .5 PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF Approval of this drawing by CVWD Staff does not constitute approval �-_,1.1'1 ­- -,-:1, -� :, I a- _ i :; , :� ,.,;�\Zji�.'&�:�_, - M I I PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. 9 . 4r� 11;� , ,­ - i'l�1� - I � : - .11, . �­ "I ..__ . - C, 1,�_4�j,��: ,,�, - ,I, , ....- _� � 'I " 2 to encroach into district and USBR Rights-of-Way. Trees, plants, "."'� �Z,Z�i��. ­ , , I I, - .-ii,S*a�,�� _A,:',O-��,,I��,�,'� � �'� JRC ; ,,,, 1-0, LU M SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. _ �,k,-�,.,, "",".... " .,-­ 1-1 ; ---fi, I .. , . "A �', . � .. I ,�� .... , :1111�1 I (a � , ­1 �: . I I ­�Z� �: '� � < 0 PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM walls and permanent structures of any kind may not be planted or , " . �� �,�L,�: I ... ��;ii .-";: I ::: I M "I I 4�,L� . . - , 11 , � PLANT SPACING NOTE: ,� . � ��. ".. - -- . FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING installed in CVWD and USBR easements or right-of-way without first j �.�, :�:� 1, :, i 3: 6 , I., ­. 11 , g ,- I 17i ,�` , - I CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO -r ,.,-,�, �0a ...... I., �- " __ - , ,- 7,� 1-1- I ,,%�,��-��,�.-,,,'&� """: 9 3: obtaining an encroachment permit from CVWD. _5 �� ,�! ." .. _1­1 � &"�4r , I 'I 0 SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"INDIVIDUAL SHRUBS." QUANTITIES ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE I �'­T,771�­,`, . �' __ .1 �,�I - . M 8 ,,:�,,;� �0`�,�',",� .,..,.,7.�. I I , 'P ARE AS SHOWN IN LEGEND. CONTRACTOR TO VERIFY QUANTITIES SHOWN IN NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS � ... ­I I ...k �� � - N I 1� . . - ....... 1 11 7/11/06 �: R -1 LEGEND AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL ­­­ � 'N., 11 I I ::,� * ", , � � ­� X�a - "I .."'. 4 �',, , 4 � � . .1 i i 44 �,z��O .. - A " ......... I 1.11- j .:�,_: , I --,---,----L. ..... -----,-------- N I OWNER),AS REQUIRED TO PROVIDE ALL PLANTS SHOWN ON PLAN. REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. ."',... - I Now � R - - :: � ,-�,"71, I �i in - LAYOUT/SPACING WILL BE AS INDICATED ON PLAN OR LEGEND.LANDSCAPE I Date Water Management t5upervisor . --"- �. , ! M M . �_Ik!* ,-,j i��""'i.71""', , . - __ j ,� I ,X .. I .. ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. �:; ; ���',�,-�"��.-�"".:��-;,,--;��,,�',� :: I S � - � .1 � , , __j q ­_­ . _� � .� I= ! 2 "�. .�gn,­* .1 a 0 �iig,�,, .,.I ...�, , If C= - 8 � _. '. ��!!!... 1 = 20f-011 C:� * %. . , C= .. . , , (0 ��R�,Ii'�`.111'. , .*�,� I � � �E � . I ..� �. N Development Service Supervisor . : ,7- , .�­­ 1� , :, - - I I : � " I Q - - , 0 ... �_- ,�,L .� I � __ ____ � � - � , �: �i',,'I,.,._..-_---�3 � ,..:.::`­ r*__ 11 1%­1 , 10 ., . ��'11' R ],`11.1.'.I�i�il .11 : :, , . I I MiLm - " . . TYPICAL UTILITY NOTE: , __ �., I MW ­­ I ...... . . Underground Service Alert " I" I ��,:�-�`�i M _ : .. T SYMBOLLEGEND � `:'-� :� i :7! ..` : _1 � ) . , A,�:W ,­,-�: < : :�" .k I— 'L : � - . ....­ W : ��:'":, . %. , h - � _j � 0 CONTRACTOR SHALL ADJUST SHRUB PLACEMENT WHEN IN CONFLICT WITH UTILITY PLAN CROSS REFERENCES :­:- ,�, 1. . � ­'­,� I " 111-1z - � 'a . X::M-6 . , ." . MU:M = , W � . � .... �. ­1 � 1 0264 . .L..�. � ,� ca ..:.�:., ::,." , �� E I 1,11.11. . I -Is ..� . M - 0 STRUCTURES,VAULTS,AND TRANSFORMERS. WHEN CHANGING LOCATION,SHOWN IN .. .. � � E TREES I I ­_ J_ I 0 0 PLAN,CONTRACTOR IS TO VERIFY NEW LOCATION PRIOR TO INSTALLATION. SHRUBS ,11­­­­... ­'. , �- "I ­­: .::::::.- 1. 1. .. . . . . ::::: "I �11 .. .. �Z=� ... ...........nnitieftftftiL - - .......".. ......, - - Z=� Call: TOLL FREE I : -1�- ," �; *,`.�"��** �_ _ _- ­..­ .A-- - 1�%11's, .� �....... .--' - Lll.�: .L,:��x��_,�.,. "L.�� , ...,�,.-'* a '2=1' . `2,�:;­;L. ..�' X - '" ,-:­�'.,.,i�,'�'�', Z'L'����.::,-",:::��-'i!i!i�iii!HH�""Ill—""—""— - �� T 9! FOR NOTES AND LEGENDS, SEE SHEET L-34 �1.1' 2 ::: ._�- - I I I a 11,MIMI I If/ n a I=111- -3 3=1 Q 0 1 . � FOR PLANTING DETAILS, SEE SHEET L-40 I W W CALL-OUT 1.11- - ------ - - — - ­_ — - - -_ - - --- - - -_ �� -1 i6 �i I R 0 P I k �, "I E ir - 1 1 -800 SYMBOL CALL-OUT FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 1111, A` 111F 11. of .99 r. .", � � �� FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEETS L-4 & L-10 0 1 O' 20' 40' 8 ,�' , , "I' ' ,tm,0< I - ____ �, �� SYMBOL . . �L-36 U) U)'N 1, I - I ­1 * I -00" I I I I . ,I i I , ;1 0! T L I I . pq 1 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-22 Ws% 4'' kid&;�;: SIZE '#--Z-"- :11 z5w - . -a,6- FOR CORRESPONDING TREE AND VINE PLANTING PLAN, SEE SHEET L-30 OF 42 SHTS. 11 I :E;3E� (gal./box) QUANTITY QUANTITY � <M�.izz � "­_ - �, _11 I :� _', __- L '. , �Vll I 19� -, 1­1 �­...' 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REFER TO CIVIL 1-1, / ____ � \� I" X .I 11 � 11 I il . .. 0 ,,, 4 L 11 �\ I , ,� X, TYPICAL OlITRIUM NOTE: .4 11 I � 0 " ( f*) .%_ ;,'IN­­ i! -,�__111 5 0 _', � 0 . ': :, I SEE TYPICAL ATRIUM PLANTING " " .1 � " �' .i�z-, , .1 (� ,., ___.- I _.:-�kk�--.'�Z�,,�" .: I .. . .�\ � > 1�1 1�-, , 11 " . I � "I .. .k ,� . 1, �: �\ f ii � """ \J',-"\ ..'e �1 I,- . .. I i�11 �­'_� ­zzzz;�Z_ I ENLARGEMENT ON SHEET L-35. OU ' _." ENGINEER'S PRECISE GRADING PLANS .. 1�"Ill a 11 :�'�ii;�-,.�, ::.z.z.%. .'.... ...�...�... L,� i;, %� 1V"e,ll ANTITIES : i 11 : �P..�11._,,,_��z� FOR EXACT SPOT ELEVATIONS. �� C r...�%.,,, _,.,­--.------. ......­­I � , ,� L , , .. "I A 0 (-*�� i,� ,., � t a , -. " ,, le, . 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I'll, : : : : : : i i \ I . 0 : : : : i � I _­ 11i \ t ; i : � : i i i � . -5 ,owle-i I Z) .. : : . % -, .. . : : : : : : C) I R= �,q � i 0 i � t ; -NW-*-W1" � - 11 : : i : : 1 . I I I i 0 .�­ _*_M*-§ � : : � : : : I I 1 1: : - _r 0 1 . 1-1-/ I i 1114� : : : : : : 0 �_�? . ; t �1, 11 .1 . �,� , � � - _V0_*_�lllllllllll W M 1 I .. : : : : : : 0 ; � " , I 0 : 0 : : : : : : k �_ �� -11 I t"l ��, , . � �1� . .. � � , �, � � � = *-MNF*-�-a M O", -�" � - - - .1 -a NO-*-4"-0-ENV-* I "I - 1 \1,11-� ,. . . 6-mV*-Nml-o M 4-ow-w-aw 6-ow-W-1111IIIIIll' SHEETL-36 These plans have been reviewed by the Coachella Valley Water = ,F-, I cl�,`, _M_�__w IIIIIIIIIIII =_*_J=HAiil_= *-WW-§-4W_-1 0n_Al�"""""""""�" MATCHLINE - SEE �'� -R-ANNU *-11 0 F 11111­-�� * 0 M.0 = -.01111111 111FAMEF-11111--m -a 00*-IF-� 0-10OF - __ I a-mW-n-aw-0 M a-ziF*-NE-E -EW — - M 0- District in accordance with Water code Title 7, Division 1, Chapter 3, ,,�'I I " Article 10.8, Section 65597 et seq. requiring landscape and irrigation U) ,-, I - � design in cooperation with the local governing agency (City or _ 1, �� � . 1111� , IF, I - - � County). J­�� .- � _­ 11 - J�l- ,_ � �­ - in,......4� I a __�, I I , I . I � Approval of this drawing by CVWD Staff does not constitute approval � � I to encroach into district and USBR Rights-of-Way. Trees, plants, A i � walls and permanent structures of any kind may not be planted or - I � I --- __ �I i � installed in CVWD and USBR easements or right-of-way without first A !_ � obtaining an encroachment permit from CVWD. I I I 1 i I - I A � �� I �_ 4 A . � I -l'i', : !", � �, �, I . 1. e L ,� I i k, —_ *� I I � TYPICAL UTILITY NOTE: Date Water Management Supervisor A �,��4f 1 , 11 � ��;, �� � " I I � . CONTRACTOR SHALL ADJUST SHRUB PLACEMENT WHEN IN CONFLICT WITH UTILITY � A I / �I STRUCTURES,VAULTS,AND TRANSFORMERS. WHEN CHANGING LOCATION,SHOWN IN Development Service Supervisor -1 POT SCHEDULE PLAN,CONTRACTOR IS TO VERIFY NEW LOCATION PRIOR TO INSTALLATION. - I I A I '� A, . — ___J � 11 I . Contractor to provide and plant the pots indicated on the plan. All pots are available from Quick Crete Products Corp.,Norco,Ca. " I I Phone#(951)737-6240. Contractor to allow 4-6 weeks lead time to order and have pots delivered to job site prior to completion of landscape 7=A-1V 1 I �,� 1 I I DECOMPOSED GRANITE NOTE: : �4 I construction.Majestic water proofing shall be applied to entire interior surface prior to delivery. SHEET KEY MAP 0`/L . NP, M=1411111,,7 - 11 CONTRACTOR SHALL INSTALL A 2"LAYER,AFTER COMPACTION,OF PHOTO SUBMITTAL NOTE: I I .T N.T.S. RFT/PSC 11 11 0 "I DECOMPOSED GRANITE,IN ALL SHRUB AREAS. DECOMPOSED GRANITE .... q ____ ... - �11:�:X .'.�;:,�", a co syMRr)I STYLE MODEL C01 OR TEXTURE PLANT WITH ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE I ..." -,-:-�:_, .." :.-",,�,,�,'�,��,��l-,:-"-,���lI iii& 011�7"C'171MMR� , ; .,�; �"- ," i�Au:", -:�,Jl�i 0 ...�, - - - - N V `::.. ,J) A:;`-.:%':,-'11.% I I �: I : ,�_ , � ww"4 W (760)342-5522. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR .::::: :: .:.:�; , �__ - I ,-, I QUANTI COMMENTS SHALL BE"ADOBE SUNSET"BY SOUTHWEST BOULDER&STONE,PH.# INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM (M I DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO .,1"�,�'_a, ! � 7 .C- L i.:�'�:,' , ff,7, � E A PALM OR-PS2422P LATTE ACID ETCH (1)15 gal. Dodonea v.'Saratoga' 9 TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S I—- ­,", '�.:�: ,,: ­W. i :.,� ., . -,�' 7'� , : , (d INTERIOR SEALED w/3" SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY , L r n , z 0- . 11 ...� 1 (4)1 gal.Ruellia B.'Katie' CENTERED DRAIN HOLE VAL. " _...�."..QP-." �.�', �. 11-1 I APPRO 9 . �� � ,� ,� I'I": 11 ,. - 1 MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. I 1. - . '.�.,� Ir ,� � - i" V 2 k � _n�, ,, LU � I I PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF `%, ..4:J`.�.`,%',` ,�� - �i - ,1,1,�-�,,-:,-,-, ,��.� ,�, Z_ % � . .11.1 I , ,", ", . , . JRC � il-, ­1�,0­1 _11-;� (O (n 'I I zl;�'�" �4 I i !n­,,.-�: :: I � , , ,�� , � I . < r, I B PALM QR-PS3024P LATTE ACID ETCH (1)15 gal.Punica g.'Nana' 6 INTERIOR SEALED w/3" PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. �� �, .�.� , :..., I[-' . i M M 'S", 1 (5)1 gal.Chrysactina mexicana CENTERED DRAIN HOLE PLANT SPACING NOTE: SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. . :�g,��,z x � .... 11-1 , 11, �, ��1, � " , �, " 6 . 0, .: �,�­,- . I , I- 3: 6 , `1;31A-1 ":�:::: . " I` , _� '10!_ :� - .�' I , , , 3: �,�'L, , .1 �.--�� -�,-;�,, I 1W I >_t' PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM � or "Ill ,� - :: ....- � � 0 C PALM OR-PS1818P LATTE ACID ETCH (1)5 gal. Ruellia B.'Katie' 2 INTERIOR SEALED WX SHRUB LAYOUT AS SHOWN ON PLAN JNDJCATES INDW)DUAL SHRUBS." QUANT)TES FINISH GRADE IN CONTAINER), CANOPY HEAD SJZE, BRANCH.ING �� ,, "I " 11 - ::,::. � ...... � I .�. I , ."* �- . .., .- � __ _.� , .I N ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE - U 1. .. ,�%... ­ 7/11/06 , k... ", .�... I CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO - �,��� '4 * I L . 2 , 'T, (3)1 gal.Verbena.peruviana CENTERED DRAIN HOLE ARE AS SHOWN IN LEGEND. CONTRACTOR TO VERIFY QUANTITIES SHOWN IN ,.�� � �� .�, 6 .1 ��?4k, ... -� LEGEND AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE W:,Iz��'....'.. .' t � .. 114 ':1111"', I "I- � , , il� I ,.� ., ..., 1�11 I ,,, D PALM .- __.__..,. .�`, N I OR-PS3618P LATTE ACID ETCH (1) 15 gal.Agave vilmoriniana 3 INTERIOR SEALED w/3" NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS I I I � Al - 3 - 1. : - __ - 11 OWNER),AS REQUIRED TO PROVIDE ALL PLANTS SHOWN ON PLAN. ; 1: , � � �,� .: ­ "M I R tjT 1- (6) 1 gal. Ruellia B.'Katie' CENTERED DRAIN HOLE PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL "­'''� :i __Iy_�?111 : ­ 11 IIIIIISE,—1 :10il I:11��__-L 6 6 �� LAYOUT/SPACING WILL BE AS INDICATED ON PLAN OR LEGEND.LANDSCAPE ­­y � �,,,i Lu:'�----- .'_ a M - " - REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. ������ t I p��,-_� 14 �,;.�;.;.�,� J . . _'_ ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. i�,:",�,, \-',',�"���, ,.­.��,-.,_ ­- 1111.��;., 1��,,�:� �,�­�M��,.,:-,Ii,.­.',�: �f ,� I , ,� "-J- ""l-n A , i,�i]',M,T] ...... � ri�p I.. nk ,­--� - I -PS3622P LATTE ACID ETCH (1)24"Box Chamaerops humilis 2 1 -�4­ P�M� ,�,., '§ ,§ � E PALM OR I I �, "� ��kl��, 1,'%:'1,1�3'11 � V 2 INTERIOR SEALED w/3" - '.-�:�� ­_ - :�,� ... - 0 0 �� I �j�1:�:--------1. _v-rl I I '.., If 1 C:5 � .. 11", `f"11" ­:­ �r. I � _: = 20 -011 ) .. �,­ (6) 1 gal.Bulbine f.'Hallmark' CENTERED DRAIN HOLE .,��,��,, a. a ..r­ . '� ','.---.- , ,�,,,._ ,I '. :�­, � 1 ,��1!�-�'. - , a : ..... -6 _­,K11 �, , i 1 " - W 8 �� 11 : . tk- ­­­ . ; - -.-- . ---,,I %-_�,� ` -- I � .,t � - - *;. - - . , ..: N N �'.'i'.1�1'1 ff - -- _,a,_U,,U: 11�_ ­g�' __.. . -1 ,lt��,.' ­\'�':�;:: � .r., - -_ 1..­�"..­ 1. . �,,_, :_­ __ A,1 -11 : - -:. I . : "'.�. i � " .- i�l . I� � �,,,-�q __. [---- �---#'�­',: __,JL_- -- � I "\ I r��,� , ,� :�_,_'15 .-:V,: Z .::-- 1:, _� I I � IT � '��, I ­:­ , ,-", ­­'.,I ..::. .� , I 1'1'� j R " � ,1 3 _'. - -- :. I I , - ��. j . ?" ,,�%.­- ,�� _� �. I I : (d 10 Underground Service Alert : ­�...I ev-.1-N , , .,�­_.... . 4 A�, � . _� __T I i 2 a �, SYMBOLLEGEND � __J 2 ,; ­ I .�_ ­'�­ � :: - .­��;�_,* '� ,1z,I `- . . . I , -lkp_�,���J. i �w < i .1 .� I __T��: i� O��:4 a � - 1*-,�;-7�,,�,­,, _' =) < ,:, . I !e :".. �",� .� : I��1�� . %� ,,�i ." , .­­: I (U , ,1111117", I ,­��,�­ . _qp�,, ,� , ,I" - I 0 - 1� 01 , , 11411 _� : `��'�,`% -,,,�,"­,�'-`:,kg_,� %,�..� ,A�, I'll -11 � `�,�, . . � I 1�.... �.11-1 . ,'�, ­14 : I ' ' : ,,, I . I 11"'., -���:.,:,�l,,"31�,��l:"$�:"��� --,,- �11 , � �,_ . �. 7 I'�_', PLAN CROSS R I ,..�-, -.��-�. �-Z�, �Mffl 0264 1/' 2 2 1 I � , lr",�­,, 1"�� im�z -" i " . ��­: , � - "" - i I 11 �, � ;,.v_ I 1-1-, I E E , ,4" ,­�, TREES SHRUBS - - - I 0 9 1, , ..,, '�,, I . .1 - ,;"r, — / ::� - .�I,, , , , - ­­­­ �.......­­­­_1 I __ — ­­­­­­­­­ ��� �_­­­ r '111ILVAI:14WIT, ! i - cc �i I - I'll 2,L', Call: TOLL FREE - — ......... ... __1 I- � � � , ��,�: , ,,_,�, 11, -,,,- I — , ..­....­­­­­­­­­HHH NO ,­,, '��z', W g � ,� : FOR NOTES AND LEGENDS, SEE SHEET L-34 -6 U I-4�,- ---�-,- � . . x", I I � CALL-OUT W LU . I .' , _____ - - ___ __ _ ____ - - ____ - - ___ -, - ------- , , .. - . .. � f . , FOR PLANTING DETAILS, SEE SHEET L-40 ,� , ,:, ;I*_ 1� ,� I ,� . 0 1 r �., � .V A? I , , I , = 1,1�1 ­� ,�, ,��,` -, i �, U_ M I :,.��,,�,,� , 1 -800 SYMBOL CALL-OUT Ill � � �­ 7 I ��, 4,�� 11�, "I. FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 I . � ,� � � � ,,,,,, Ill F, 2 2 r. __ " I �1_ __ , � SYMBOL 0 1 Of 20' 40' 80' 1 ca M I .:c W< I I - . - I �.�. ­�, ;, FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEETS L-5 & L-1 1 L-37 � I W (0, " I '�_, /-* ­1141 I I I ­9 I , SIZE 14 g ��: , - I 7 , W t FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-23 L :i I .�45'D ,'t " -, tW �,�""i�,-,�,�,,,,�,��i,,��,-':-,, OF 42 SHTS. . 0 ,,-A-, , 37 �� ? -� , I ,� " .,c izz�� (gal./box) QUANTITY QUANTITY FOR CORRESPONDING TREE AND VINE PLANTING PLAN, SEE SHEET L-31 I , , ',,_ , I-�­ I , - dr4ama� , I- /,"� - .7 - , � ", � 7 � .� &� � I �� �3 " � 11 ) I I ��_ ,`_, & I WO WORKING DAYS BEFORE YOU DIG " � ,� , , ,� '' , "��,V,,11 I "I :,� -, �1P 11 - V_'��",'T � � N� &L�n.,..M I I .-, - ,= ,f- I , , - .."111-1__ I­-, ­­ ----,-- � "_ L I -i '?, �111�� � � ; � __1 _�_____ __ ____1_­__­­L_ , � A: ,-_ -1 , I I I I _____ * I � � t LIMIT OF WORK + ■ x• :•,: ........: �••. 31( • Y::k 1. O LANDSCAPE ■ ARCHITECTURE ■ _ _ _ _ SITE PLANNING r 10221-A Trademark Street . ■ Rancho Cucamonga, CA 91730 Fax (909) 484-280 2 ,e b\ ■ 'Say", ■ O �� S 21 .• '� Richard Krurnw2B34 ede 1 0 CA Lic.#2634 AZ Lic.#29115 8 � � •o NV Lic.#446 p co 'Noy■•+ TX.LiC.# 1884 ■ OO © OEl 1:1 It a :. . .— k �< « )� ;ti" S821 , PNp u Fq9 Ap u , �. ` 1 ® • \ QLli m w' O00- + '; , sO tv r O _ ,or d x +`�...I Sign LU v m w ;,. + O O LLI 7-31 k,: \ ..,..,....,.-_.......w,..., ..:........,...,-. O _O° : ,1A( .,r �A3 ■ * Date •`' a ... , a. tft w? '> �Q. . ate x,. ;.,:..: .,........,,.,...a .,.,.,....,...... .,.. :��.. �e tl z w D C A ' s ' J I' a a," >.,.... Ma.,.r. .,..,. ,nxyY:.:rt •a'::: if` S-22 = u I I— i _? TYPICAL UTILITY NOTE: Q y t H 1 � 7 � CONTRACTOR SHALL ADJUST SHRUB PLACEMENT WHEN IN CONFLICT WITH UTILITY - _ STRUCTURES,VA L � ._........_P'ffriS''�' N'S.. OWN IN • .; �.u:,�,'>::.�:..: _ VAULTS,AND TRANSFORMERS. WHEN CHANGING LOCATION, ` PLAN CONTRACTOR IS TO VERIFY NEW LOCATION PRIOR TO INSTALLATION DECOMPOSED GRANITE NOTE: any ? S-22 UJ W C i CONTRACTOR SHALL INSTALL A 2"LAYER,AFTER COMPACTION,OF J _ N h ?: il i _ _ r ';` DECOMPOSED GRANITE, IN ALL SHRUB AREAS. DECOMPOSED GRANITE SHALL BE"ADOBE SUNSET"BY SOUTHWEST BOULDER&STONE PH.# (760)342-5522. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR W e; t `'I TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S O 5 N W \ .. s, ; TYPICAL ATRIUM NOTE: '�-; ?' APPROVAL. Z T SEE TYPICAL ATRIUM PLANTING rlW CD W .,..,., It ENLARGEMENT ON SHEET L-35. QUANTITIES �? �` S 22 ALL PLANTING LEGEND PLANT SPACING NOTE. ■ w,...,..,.,..... r ..s,t t,: INCLUDED IN OVERT 5 Q O) `" Q :::., ,.,•...:::__...:::: :..:...., rat?` OR EACH SHEET. FJU r. t :;'` ' SHRUB 1r4Y0lJT AS SHOWN ON PLAN INDICATES"INDIVIDUAL SHRUBS." Q2JANTlT!€S. W Z [,]„( , \ :: :: ?: �. ; •. •..•;�;; .,-..,:: � � � ., ::; �-, � �- ..:�' ` AREAS SHOWN IN LEGEND. CONTRACTOR TO VERIFY QUANTITIES SHOWN IN � 0 W � S822 Z :. _ t iz t`.>>.?;_; LEGEND AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE W O ER),AS REQUIRED TO PROVIDE ALL PLANTS SHOWN ON PLAN. M LL. � OWN � LAYOUT/SPACING WILL BE AS INDICATED ON PLAN OR LEGEND.LANDSCAPE � A � Q J mQ 1 -' -'` :z: \ . °"" • }:.::• �" �;a�':i ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 6 4 LLI Q .. r }r a a.; t a s.; ..};• ,•.,. + , .,.. • \�'-,n .A�w. :h::5....._, is O PHOTOSUBMITTAL INO INCLUDING TREES, SHRUBS, AND VINES,OO O 5 6 ..._, S 22 :«�:-:::.::, : - PALM INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND C CITY OF A A ® ` ' �\ :' ;,__•••;,,;,..:,,: : "-. ,.. ",,,,; .. DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO t SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY O° MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION , S 22 3 g PHOTO SUBMITTALS SHALL BE ENT T LANDSCAPE ARCHITECT AND CITY O SUBMITTALS SHOULD NCLOUDE SOME TYPE F 48 HOURS I OF SCALE OR TO I REFERENCE IN PMENT OF PHOTO (LE. C . PERSON, MEASURING TAPE, ETC. . TREES SHALL BE NOTED WITH HEIGHT FROM ®... J-22 • \ + + .�. -� NG tu CHARACTERISTICS BARK COFINISH GRADE IN NDITION LEADER CANOPY HEAD STRUCTUREHIAND PROOF OF NO ®� S 21 -�` ® • O• .' \, ' g_22 GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE ' ` w -46 NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS ®/ S 1 ® PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL " g 4 REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK. k ii SWALE PLANTING NOTE: SHRUBS: ,y S-12, S-15 AND S-24 ARE TO BE PLANTED ,a_ \ ;` POT SCHEDULE D s21 IN COBBLE SWALE AS SHOWN.(TYPICALID€€ A 5 REFER TO DETAIL J SHEET L-19 FOR "' ' Z;` ,v ( Contractor to provide and plant the pots indicated on the Ian. All pots are available from Quick Crete Products Corp.,Norco,Ca. A P P p p P p•, MORE INFORMATION. REFER TO CIVIL ° Y s5J Phone#(951)737-6240. Contractor to allow 4-6 weeks lead time to order and have pots delivered to job site prior to completion of landscape \ 1 ` i "i ENGINEER'S PRECISE GRADING PLANS = • construction.Majestic water proofing shall be applied to entire interior surface prior to delivery. FOR EXACT SPOT ELEVATIONS. -- I ' ' ? ° SYMBOL STYLE MODEL # COLOR TEXTURE PLANT WITH QUANTITY COMMENTS 2 z 4 I 633 � ■ il, F •+ \ `� � A PALM OR-PS2422P LATTE ACID ETCH (1)15 gal. Dodonea v.'Saratoga' 9 INTERIOR SEALED w/3" O gal. Ruellia B.'Katie' CENTERED DRAIN HOLE , 4 1 a LE ` 1 B PALM OR-PS3024P LATTE ACID ETCH (1)15 gal. Punica g.'Nana' 6 INTERIOR SEALED w/3" f � i � ....i�.--` a 32� ' -•I-�; •-- •` �\� -- 4 gal.Chrysactina mexicana CENTERED DRAIN HOLE °� C PALM QR PS1818P LATTE ACID ETCH 1 I. R Ili 2 ■ a O 9 INTERIOR SEALED w/3" _ , ,,,,, ••, zi.n ♦ a ue a B. Katie ,gip. """""`"" ° '' ,°r , ° :•`"`,,•`a t „ � ' r ;� 3 1 gal.Verbena peruviana CENTERED DRAIN HOLE �® .� r \ i g> � .. ., � D PALM\ r• t o o•` QR PS3618P LATTE ACID ETCH 3 1 15 al.Agave vilm rini n■ o a a ,�• O D,, INTERIOR SEALED w/3 V.., a �...;,,t',.,... ..._ IQ Qp ® z �,. - - - --- - -- -- -- � •• O I. ellla B. Katie CENTERED DRAIN HOLE • 6 1 a u 9 8 RED O , tit ,� E .•> \4 i - -- - - - -- - - -- - - yp/��J B • o E PALM QR-PS3622P LATTE ACID ETCH 1 24"Box Chamaero s humilis 2 ■ \ ` `: ♦ O p INTERIOR SEALED w/3" O O 1 gal.Bulbine f.'Hallmark' CENTERED DRAIN HOLE O .:60 .; ♦ 6 RFC F P R 4 + ifaaaaaaa O° O W�IU�y oEs a t , ` O , k fj jj Q �r ! ! O. • • i t t0, 1 ! ? 1 I E y :. ° These plans have �q ■�_� ■ O pas a e been reviewed by the Coachella Valley Water � - TCH�� ->•.-f__� District In accordance with Water code Title 7, Division 1, Chapter 3, NE — SEE S i-•� ■ Article 10.8, Section 65597 et seq. requiring landscape and irrigation HEET L__ 35 --i-� ■-„ll,■ design in cooperation with the local governing agency (City or - ■y► y County). -NE ,tl _ •► 1 �� — Approval of this drawing by CVWD Staff does not constitute approval /� a to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or r installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Date Water Management Supervisor Development Service Supervisor 1 1 d ' SHEET KEY MAP � F E�td.°. e _ � , : . ;. N.T.S. RFT/PSCi y ..�a Z. k',l :77rM t�.c'..�'��'„'? ,`.k.\,�C ti,a l,a. ',`:.•..^ t.' 2 n \ ,�\ ,\\ NWHECKED w � = ?' \ 4\� pis t`z \ n?;a rk ". a m O] ' Cn oc J 30 JRC y N N `_ ` 1 U+ \ 7/11/06 W It It It 4T tT ] t:ca 1 = 20 -01' cm ... ,• :\. pp , vc ■ .2y.. - - � �\. `� �:�� � m �� � - § - °fir• < ?, Underground Service Alert r - - g SYMBOL LEGEND ..t r yi 0264 ki\ AA i<\,\1 \, akYt di a .- PLAN CROSS REFERENCES ,�r � ��` � 4=,.4� \�� �.��•\ ° \�. \ :� � _ -� E E • � _` , 0 0 • TREES SHRUBS f Call. TOLL FREE ,•fie.::: _.. .: ... �# ,,,,,,\•a �,� � , "nrEwav : e 2rEw2v"a vE FOR NOTES AND LEGENDS, SEE SHEET L-34 W W CALL-OUT n k ww_v� �mxw aa, -w� uu - - FOR PLANTING DETAILS, SEE SHEET L-40 LL LL ��(� - 1 -800 SYMBOL CALL-OUT FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 IW L-38 U1 "��� SYMBOL FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEETS L-6 & L-12 0 10 20 40 80 - 422-4133 SIZE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-24 t ` 38 OF 42 SHTS. N�a (gal./box) QUANTITY QUANTITY FOR CORRESPONDING TREE AND VINE PLANTING PLAN, SEE SHEET L-32 ` <aQ� TWO WORKING DAYS BEFORE YOU DIG ' \ -- - - I-- I I �---- I- --__ -____- .___­__ -­----� --- I - I� -1- -­— �__�-__—1—�_�_­--- __-�--,- -__,�- -� I-�- - -—___-- _'_ - , -�-----------_"""'I'-­�-,�-'-7 7�--T, �.............120� - - - —_ -­­_­� ____1 _______ ­­_­­ -1 __­____ ____­__� - ., - I � - - I - - - __ I I . 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I 1 7 .k TYPICAL UTILITY NOTE: , S-2 ... .,.-'�� -:> ::� / , . . .. �: I r . . ��. . ,... ... ��=, �s.... __ :: :�� ... �� $I \ ,­ -,-; , \, 'i � " --- % q� --.--�=, :: . ...I ; "I ` W '��V` � r17:7\ _V,%L_, .-.�.,:z _...L.,f i� i i = .:aw. -, = - ­­\ ii : 11 . <7� ., � ........ : , \ 11 ii 11 , I % , , � , I -1 N 1, - , ` ;��'. - 'k , - - . : __ 11 ,�, ` � I (5 "I �-'_�_,%,�'�-',� 1'*�'� I �) .,- . I ­1 � \1. CONTRACTOR SHALL ADJUST SHRUB PLACEMENT WHEN IN CONFLICT WITH UTILITY .:.:�*;;:ii�:� ���:: ,1 I �!J, I %%% 1�, 2:�In .1 _'_-__­zzzz " . � , �­' �__­==zz_ _ i�, �. - , #1 .t:�z�, I �i .- : �' � �� . -.� , ,%,\,,,,,,,,,,,,,,,,. - I-,, 1%, 0 ,�, ., 1\� � '. 'i : j...,.., .1� ,..,.: ;: j! I , :: ... .. : r, i � :: If .% I � �,, I I I I 111% _,­ _`:`­1'1­;­i . _� i '\" ; , �; 'I , -�, ii��ii�i��i���i�i�i� ::, , 1� 11-, 1, ,%\, I `:�`-.%,%�.: .,_._._._-_._-_.__ ....-r, L., . �'_. M �_, �1'11_�.�* .11 I �11 (*/ IN, ::. \ ��%-%_, lf.�. .. � I . . : � 'L, li$ STRUCTURES,VAULTS,AND TRANSFORMERS. WHEN CHANGING LOCATION,SHOWN IN I I , 11. , :. 1w , � -�---�,,,-�>�, -% " : %t-------,, : i �, : :� . . _111P:z1 Al - � � .M I - , , '-�, t �".S , , " , .1 , ., o I � _.� , g f I .;, �'j - � . . I ��', � :� _e. : � ; ............I.......... . I * i �i:�ii�:ii! ,�� MP"-* j �, 1-11 k�11\d 1; �, , � , - ­1� , :. : ��; � �:_­" ��"�x­..,­.­��..s � PLAN,CONTRACTOR IS TO VERIFY NEW LOCATION PRIOR TO INSTALLATION. .I I �F 11, � ,� �111.,%1:111 - - -,-,, 6, 1� i�.-.,..� I : .., I , - ­-, � , ,IV , , -,,�, ., - z. .� ., . .,� 0 .,� L, .;j .,� .,� L, .;j .�� � W! 1% , .-,., ,.-- -�, ,� .? !, #- / � �u �! . �, _\",,�" . .;j . __ __ __ �, I �, , �z�: , If � )�' � . , ��,�,,��%��, ,�, � � a --------- : <�711` 11 I I I , . I I N � I'll I V . � �� I . - '-.. , -- ,; --,--,,`­%, $ : � �, - . I � G - , - -1- I :"" %, : , .W. .-V-.­ 1,1k: .1. o I � , , . �j � ��:%:.-­O' '.-.%,-,.,.,-, 1�1"­�( 1�__ . \ :� ., � 1 ��k 11 , I : \ , . """'", IN ......%­­�.V�......... I .1. 1�1�11 / &._17 -4- - . - -� � , . Uj �::`:: 40 � � _,,� 4 "I I'll, ; 111\ � ­>......, I", 0 11 I� �� "A . �', , � I 1'......I -1--l- ,.­� "I "'�, .1'.., - U, �:-- ­',,�,, f 4�- 041, "I'll ,. --7$ ....- _�!, ,�; � , . < �i : : ! :�i�i�i::4* ( I _,,��.,\. 7 .. : :i i'W",.I-------------- \i� nkm_ .] , : . : � , 4� _L %% ­%, b-21 �, ... �k."- � S V eo:% 0 X ":� i " " � . . 9 , , - -, � . .��, " ,i : . ..�. I . ,,,,,��,, ;� - i i'm ,�,�, : I I ,�Wl­, i : ii. Wn6 I�Ikl : .,,,,,v 11:z:�� S-21 �I,M._� : , I ­� , i:i��%,\%,-�­� : : " . �%� � - `)�, I 11 � � i�i ii,F'\" : ;.:11,: ...... I ,,, , " . . ",-Jil".1-1121 : LZIlk"L \1 I .� i . "% t " � . . _j I __ � � . 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I I � I, . ii!.fl,-,fl,-­� / I ,q z . i �' 'S I , - 0 : : 111 I .�; "� A$ �11 Y , , "-I - 7-���,, - I : :---- \ � \ " ,� A �, :.,^\,% 11 `-­", 1� I ", ,�,�,,, _-, : S-22 , ,�,�% , - I < '1111\1�1 .11 I , __1"", ., / I /_____­�% : � �� �1� : R, 11 11,�,��-�,� � 14 �,-,,,, I - ,� : ......1�1 : . .." 11 " " �1_11 " ­� lq�' 11.� "�I�_�`,"'.�1',," "e ,,,, ..".�,.,�.%,--,.%.,-'�--'.,.-,���.-I.I.I..",��� t : 1% \ � � e ,--�,,< , 1� " SWALE PLANTING NOTE: "I"' , 0 : TYPICAL ATRIUM NOTE: .1 CONTRACTOR SHALL INSTALL A 2"LAYER,AFTER COMPACTION,OF rl� . ­1�1'1.1 - : .� : . , " , . ��, I D GRANITE, IN ALL SHRUB AREAS. DECOMPOSED GRANITE .1 11 ,��, I , ,,�', , lzz�:_4? ( 0 ._", �i@ :".­ I , \,. ..� .11...... ­�, I ­ : : I - I ". - �,�� I I , � `­­` SEE TYPICAL ATRIUM PLANTING 09=!� .4 : - $1, . "'� ,,,-,.-, ­� � / 1i � I : , �, � g 1�1� '� .1 � - . - I -,�,-,, ,p�"-' ...,\%", � , .'17 � "I �-------- : , ........ ..( ) ltr) � , I . . , ,�,,­ S-12, S-15 AND S-24 ARE TO BE PLANTED _-%% ­�� . .. �.�b 1�:::::,­:::, L�__-i � , _.. ,� "T ,� 1-,��,"", � �. .� , 3 .( * - I , �r Ili SHRUBS: 1i/ . � I �-....-..--.-.-.-.-...-...-...-...-...-...-...-...-.-- -­ /-& � � (1) 0 ­tp-, 1. , � .--.. ., SHALL BE"ADOBE SUNSET"BY SOUTHWEST BOULDER&STONE,PH.# �? 1, $1, � .�, ,," ENLARGEMENT ON SHEET L-35. QUANTITI \1 , M I , , "'�:, I I I� I "�%. 0 � �� �� . .��_ I - -� 1111 %,�,, � jj�_­_':��,�. ., � . !0 .. ­.­;�� ..: I INCLUDED IN OVERALL PLANTING LEGEND : I 41-XI (760)342-5522. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR ��:4,�', 1 -19 FOR . �$ 11 r �. : I �� .� - "I " ^11 " IN COBBLE SWALE AS SHOWN.(TYPICAL) 1 ..k,--� 1 �* , _11/1v�-\ 111"M'31'i . -,,,'. I : ��,-Illi !'%% . �� " , '. � ". " - I. "I' -, , --�, kl'J?� _ � () z 1�0- , , ,,,�, � J - --%--, , ,# � , �,�� ,�, , ; �s e .�, REFER TO DETAIL J, SHEET L . FOR EACH SHEET. : .� TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S r 11 '? .1 \-,c,,.J1 6��4�. ?-"? .. / - - .1 .1-1--L-1 %­�­�- :I ; I : : 1 � .�. : MORE INFORMATION. REFER TO CIVIL __% I ,11;�'��'S -'i������������-.-.,.-.�-k��In'� ,___,_,_,_1 : 0_111�1111��1'11� I . �, e �, -1-11 . ,­,� W , ., :... < : - i I , ,- .1, . . : \ . � . . APPROVAL. . . , . ' . : -- k : ��', : ; : : § �' i ­� X�,`,""\ ..... ;�,,,� � '_11 F, $ i i� RECEIVEI) .,, � f .. 0 � ; : : , ,� , �.� : : : i : _*- � r, ENGINEER'S PRECISE GRADING PLANS 1­ ,,,, 01 : � 1, 1 0 < I - ,,,, '­ 11 1 , `1 ,'��, ­�....1 i ii p 1�� . R .\ , .... -,­�" �, ..�, % .,�, F? � , I, - : : : , ­­", ­�� I'll ; "I" . : : . -22 _� ,� ni @ Iq /�v : : . : \ FUR EXAUT SPOT ELEVATIONS. '.." 'If N% . , , ,��Aer, : �' � : 1: ) � 11�� __ ; . . R I", I - I �,,,.7 "I 1�1 i ,11 . : . : . � . I. �,, : . : I �: - ,. : .. - - " . . .... �� $ ;-,,, o. ,%,,,,,, . * :� . : : : : 111 - �- PLANT SPACING NOTE: ., , - §rl . i 1 11 0� � : 4 L 0# %Xll�-. 1. ­ .�v i.- .11 Ng'�' 17 . 1 1�� : . �1- /_� �' 11 $ , - U. -� : : ; � '� 11"C7 JUL I 8 2'n,05 �- ." , " I �k�; f,�,:��""-., * V " I , i %� 111>\�%\\" " 0 01. .,� ". �.'- I . Z .j � �7 1 i $� i. -- P�,O, ��'­, . i !i : : i — ____ � I , ­�i : : � : I "I .�_,", .. �_, - : � #* %11 "r -N:4"�,*--g,,%--�,',""' � �', i'­­ ­-, , [�__E, I I I I ; I - tl_"� ;.`1�.` f,�,,%-V,,,,,,, -1 ��' , ,%ft% " : , ,ft� , . . �10`1 Nn �i 1! : � : ; ; I �j U , I , �,,, --� �' . . � , I . : : -, $ � el , . , �"'� :", �i,_.-� ­.- "k-4 :... ; N - I 1�11 " - .. ,,�,`,`��,� e �, " . " ,��--- , -, : 0 � 11 lfl� :,f 44Z,,,2,2�i ,� W ­­ ----. =�"=__­,�!_-====�­­z.....,====_,k-_�__ ­____--==n= ____ - ; . : I : SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"INDIVIDUAL SHRUBS." QUANTITIES I _"",.,�, �� ',,�,$ &� : - ", � ,gP ,� 11. \ ­11 � k , I......�,,,�::::::1-.%, 1% i: � : ,-%.1_�_____­_ , , , / 1-� __ \."e�,- I - % L-1-11 / .1 . ARE AS SHOWN IN LEGEND. CONTRACTOR TO VERIFY QUANTITIES SHOWN IN 01 t a k,CM,T" / ,�, .i,.,.,.::::::::::...... � Z) 0. Z,:­', 4� - . I.- - , � % WEL ' � I ...'.1-1, I .11' ' 1_11�., � ��. I / : � R ,:1 � 11� ,�% � ­,"\ I " i'll . "I , � 0 0 1 - / 4�� -� �, , . / I 0 � % A, I _� A (N.� \0 _0 , , _\J ., - � , I I � If _."Kg.,_� � 1 _,.,$:, ". % , / ­, 11.1 $:,_�, ��' � ' ' _jt� \.' -%'1_1_1_1_1... L LEGEND AND ADD ADDITIONAL PLANT MATERIAL(AT NO ADDITIONAL COST TO THE .. 1. 1 7 ��, , z 0 0 ( - _ _ _ __ . `11�,,�,,­! I',, 9 .�,\` e ,:k, III' .� w 17 U ea: j �'11 &� -_ --- � I'll $� s "'� �; T � 0 ,,­1 -i .. .: 1� -� 4�- : "---.. � . R 1, 1U, -11, 111�1 �? __N / e __ ­7 V � 111\11"�5 4, \ // . ���--,,,,,, V, 1­1­1,,-.---------­,'. OWNER),AS REQUIRED TO PROVIDE ALL PLANTS SHOWN ON PLAN. - .. 0,111�1 I � g "I _MA,�, .11 %N, � .11� ... I ftD _::�:__ _______ __ - �.1 - 41, .? h " . i/ 11 .�I I ­.1�1.1.1.111 .1 — i! '\,- �� . , �,\` :r­-1-1- ­­: .- ­__ .1. _­­�F�­1_111 . , , ` ; I - I ­-�,,, : 4,�,, e.,", I � llf� ., - / � 1--Z 1�' - 0 / " " i 7� � I / , -I,,- .�,�� -z . �, I / .! 1�' i�,-,, i-,,` � � _­- . " 'N i + ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. - S �, � � . � j X , �;'�t�.,,,��, ,,� -, " .� LAYOUT/SPACING WILL BE AS INDICATED ON PLAN OR LEGEND.LANDSCAPE �,�` " I- I 1A, e� ­%_ R. - " 11� I '1111_1__t,11�1`17­1 ,,,, ��.,­: � " I I 'e, ,�\,." �, I � ., �__. I ,".I .-� ��,.-,.-,i?l �.'.. -"'Y.�" 0 .1 0 ,. ��-�', � -IN, ' � i / I � 1, ,�t,, . :: I ., 11 % %.", , i % " 's ,�- - i 1-1-1 0 " e .e ., -, .: ""-",/,�' _j 11 , I . I ,�:q ., �, � .111, :: %_-_1%, I 11 I ��A . � : i " �---., 11�% , � �$ �$ �� 1­1,�' 1 ; :: ..T.1. / 11 _% . !z . , . � � � . � �\,­',."�, 4f - t ; , � : 4 '? \, " e � 11 �i , if',��%1'4­zqp' �;, , _11 '�%,,,,, h; 1, : ........ ­.. - / // I : :0 I" _1� � . . *�, ..4 1%117 �1� I., , -, / ,F ,� " " 11 p, I : ,� a � , : I � rl;� 4� .� 11 " . �.., . v, _,� ; : :��.-, I - PHOTO SUBMITTAL NOTE: 0 - . . - V�­­,�,�S` Ir f "`1'�1____­_11_1_1%" b , 111%' ' "7, 1 1", 11 ,�..-...�.�..,.....,..,,.","",!�--l� �r....%--------------- I �V �`.` �\�". _, ., It I . -... -_.;��.� I -, z 0. kll:� 0 .1k" , 111�1 : : �� ., I � .111 '?, , ��.;�% . : I � ��, � �,,,,l A.1111j'\'­� "'N' -, I 11 � : � I �,*�', li�,,4 i � $� ­_ I - �, / �i 'A_K 1�, �11- ! 1'111� MI. 111% , : ­; 5W 1 � 111� ., "'� % G11" �.z, 0 ___ 4b . \'11- ".� � �, :.�.--��.-.-.�.-----.--�-.1-1--.� - ­1 I 5�I,IM,All . __ 0 f. __ , ;. ��, " __ i . . *` `,�� N�.7 / - — �, -"'-,---.,% ­111� p.,A; / L -�:""4-��,z � :� .,V...,...,,;::::;::::: % 1�_­_ jeb -9 ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE " , �1.1 I- ,x,,,� 1'11_1-� / I ------; ___ - I . . .. , �,�, I : � `�11 .1 / —,___- -1,,� - .", , I '­!___!11, ­_` �­" - 0 INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT AND CITY OF PALM �_ . �. _�, el'; ?, :::�l j�...._____._________ I . , . �, N,�_". ,�-�� I 'f '11%1'� ��.............��...%.� ..................... I I I pt�J" . _y , 11�__�z ,� �_Iln� ___.,,, L](D � � I DESERT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO 0- , , _11�_%, 1111 111�-, ,�------- ..'.....I.-I / ,:� -,-,,%.......,, � ii -----Q Z I � ,,,�'­ � 11, . I , " I 1 . j .n"- -";:L It' ' ' _ _ . _� Z � ", �, f 41���,\:X� 1�11 1\1-1., 4 i� �� �.,,i I � V ,�. : - -�_- ...I � �-,,, 1-1 %,%-% " I I �­, ,� , �_:.......... . 1\ I -, -, :� " I I I i % , , ',�_�11, " ....�.........%,-.�.-.-,P."�-11.�;.. :� '. q......... . ­�w- i - 4 I '. ­­­, I'll "�4 "It N,I J,.� � 1 (b%,�, � ., 111%'��, ", IF, �i , .....n- __­_ ; I 1. '. " 16�/ ;-22 � ,-_ ` I %tAk"­ ,_111k�%..,,4 %* 1.1 .4 �, ,,%, �" 11 �1� � AS" __ �Z-_�� D I SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY _J� , , . 00 J,,,,,"11 11" 4 �, n � � % _1 -� T­�� ��%, " -?, .1"', MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. -4) �,�.:._ " .-Ij i ,%, , � PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT AND CITY OF A. ­,­',", �- , , , i / / :,�.�,,,\ f %%% , . E­,j:.-.,_____ _.�' I - _ G .. z < , ,\ --,--- 111� , / . - .",% , I . \ , . X, 11%, PALM DESERT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. , .1�gK 1� . m - "I"%"" b N 1� /'/' . . z N,_,-1'_ : "g, � ,.A, . 4-j! �,- � � I � il !1 1; I SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. 41�I - � . %� . -.-I , < .j ,% .k_ . """" 00: 11 , , . _� , I,,,, Z , ,,, � � 0 "* . � � ,L I 1%11 /,:, I 0 !� "=' ` , /,i i � �- ./ , . 11 :� i� i� i " PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM * - _11;� ,11,F / � "I I,,,,� I...I %11��__ , , 41, �,_,_,, @�,i I !I il" i I I- . I ............... � q. ­­ FINISH GRADE IN CONTAINER), CANOPY HEAD SIZE, BRANCHING .� 1\­.�, � / k,NN % � I., W , ,��.; \ � �� 11 1,-, , --.1 _ / , � ...­4 I ,� ,__j ,� � I '1� .­.­_­��­�......�%­­- .. , / . , / .... 11. .�% �, , / . _,", $ \ ............. k ..............),� 11 "I 0. I / �� 'I" 0/ CHARACTERISTICS, BARK CONDITION, LEADER STRUCTURE, AND PROOF OF NO I 11 I , kl�,^ , � W, ij !1 il,\,1 // Eel / . _�_ � 0 : . I ! / / ,--�-","'� \,�,� -!�, ,.';`�-v��­%, / . 11 ­ t �// �!.',� : ROOT GIRDLING. LANDSCAPE ARCHITECT AND CITY OF PALM DESERT SHALL BE 00 I , ,_ - �, I - 4 __ I ; /-- - , � i�,--%­ I'll _', * -� ��, il il 11 111� : NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS I 11 if /I I �I : �-:-- t . 11 / I / �',­' '%'4%k_1;411" " " 5 1 -,-, _�,�, ,,,,�,­, iS�1i �, _......... 0, PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL � i / 11 / "I "' _�, __.................. - .1 ! � / . / I 11 �4X1­ ��......../ K"'I":7 �' ..1. -....�.............-11 � I : .�...................� ------Vll�: : REGARDING QUALITY OF NURSERY STOCK. I I .. ��----- . REQUIREMENTS , / / i / -�� � I : : I 1Z - , -- ill _$ �_:�,,.`_!! 1 I i I 11 11 11 �,�, Y"'k"\11 "I I 111�', , i I "64 ,_ � !11 11-� f _�', ',! " �__ .,."..",-.-.-�l.-.1.�l-.-.-.-�.-.-.-.-.7�, G) I � 11/ ! ill 0 / 0 _f *�g,- 1 . - 1". "i: �.­:, / - ��u----��,.-­U-_--.' ---- D :,,� 1 � / , ��,,�,,%, ,�� ,,�.� -, . �,-,\�� / .:. - _,: .... / 1 W, 1 � - ­ z .. _�,__ %� ��:i��:i�� T. I � I I I (D(E) �- -I 111% I I ....��...J� �: ,_....�� �,::.!�­,.....­., j(D , ; 11 .. '�, A.>, _�:� '� iz <,,,. '_ �_ �-�" V ,'I @ �,�_ __��, -, , ­�,, I �� ­�"­,:" �.....—.11 .,� ., , -�::�.-;:n­ , I (D � '. rw� d . ---d�____ I _,,,,;I..- -.111 I , ..� �'.,Z�­---­- � � ;Si.'� 1 1 0 OW I %W ,� q -:,_ -J.Z.-...- �A� ,,. I- \ ;1...1��.......1, 11 I .� � Ilk, I ," ­­1­­:k­­ . I ­"%��!!�Wol ��,,�:�, _'�, .1�, .. � , ��,_ 1> I I % 11 0 ,:, : " I .� U_ , " �1`" - - I i1 I N'� � I __ I I �X 0 : j,�­­�; 1-.1- .. ..,--- - \ N I , These plans have been reviewed by the Coachella Valley Water �r , - , , � '. I ` L-1--', & '..E_'_'.­'_',.` EP �,_­�� ` ` � I n : � . :: I � I- # - -- -!" �, I : �� 11, 1� , , :: ­ :��, I I , � - , I � . M�___.__­ i i I : ," ....,rl__._.�3 %�f' (- (D &,-4 IV Q --\". 11 �h ,��_l I : -..-,, .'III District in accordance with Water code Title 7, Division 1, Chapter 3, �, ; �-* #so I D ,� . ... .1, :::: . % ,kjw.�%4��� � � -fts-11 ,4W I 11 ­ 1 4 k,,� ,, : 11 / ,'\ .� . :k:,,1­­------­1— I i __* ;,..� , 1� 0 ___�_ ,.� �', I 11 I.I., ,..-�� I ., .� , I : A� 0 - I .� !!�!��_N -1 ,_1 21 � " : .��� �: _1/ ::Q _,?,� " �� I . . - i Go .; le 11�` I,?"'*..... ,:: �_-&,. I . ... .. _:� 0 I,�i�. . , ,�l :__.��­-*­M�.-n � 0�1(i ,��-,---,-.---,� : I . @�� -, %�_4".�",%,:­%.TO.. . I .� � '�, i� �'_�,\� : I" I I : - , &I -41 U_ �G) �, �1 'IV" "I 11 " design in cooperation with the local governing agency (City or i�i�i�i�: 1�1____11.1____ �k" ., Article 10.8, Section 65597 et seq. requiring landscape and irrigation , cu , �� 0 .� , U) . � __4ft I t,/ *1 i,�, �' �� �� .�� I . , ,,, g&A _*_� i � a # ,` k - � ;'S1.1%1. .... 1� .i] ,z,�,%_, :: J-­4 i� : I k-; kk t' * . � 1-1-1 R �: " , : il� I I 9 I @ � : :: ,­:111 111� 1Z, . : I W i County). 11� 1-11-11 :: � : � a ."'­\,�, i D ,,41 , ;�`............ , : , I *1 IN* _:�".­, 41 1� Qll� ,t-S a �' ,---I------ L,...�� , ,# 1i �7 , ", I k - �� \% � . , "'�� ­­­ -­ - ", \.-.-, 11"n", - ­11 . :�:.,�­­­­�­ I � "),\\- / - 0 j 1%1� , . ,� ___ !,,_��.� , ji�'�%� ,% �� ... I - � : I ,,,,, : : .� -- -0-ft a ­,"", / I @ I __,"', ) : ! , / z �7� 11Z .. -- 11 I * : I �tt I 1%1�� / : 'I'll' QIi i! � , � ., : a Approval of this drawing by CVWD Staff does not constitute approval - , ... 4� 1 1 ����Z��Z­­­_._ �' �.,_ I : � ���,_ / ,� - -­% i� 'k` !+ - 1 ],! : ?44,1� , ! ik , � _�� / -_ I S-22 , , . I w U. � 0 E) , " S............�..........�� .� : to encroach into district and USBR Rights-of-Way. Trees, plants, A � i , yx""e, I �, : ..... ./ " , / �/ - , , -:.-� ill .", U 1\11_N , , -.... ..... .,­ : " .1 ff 11-1­__", N ...........­� I ��u�__�­: .��:.,..::::, . : 11�11 �� :; � � � � / 11 ___/ ,� "Is.. walls and permanent structures of any kind may not be planted or , � V ..... �/ , - I , VIP : ­- I -, I ,,,� %.........J.'.. LNI�, �/: .1 "�', �_ ,,, ,� . ,,,�_,,,, il 5 ,,, ................_______ 1. - / 11 ��, If , k, i,l - I , �/ _/ 3 @ ,_�,,� - I - � � ., I ---& -4 �_ 11" �%,% I .� : : Ll"I�� ..", �'- 0 1 .-A%, . :11%," 1;�, � , : ii I � '\ I I ��1`11�" : � " I " � I __ %'. " , . - -- . : , installed in CVWD and USBR easements or right-of-way without first I I 1� f ___ I % '� : , ; . : C : I "III\\.,..... .... I ji ; A _�_ ,__� ___;��41' / , L 1t,%'1_%\�z%11 'k :: t V � "R, : 11 � : __ -) , .. ) I I.- 11- :...... �,_ ­­_­ ) - 1. 1111� * ��, � I �i I � . :�z : __ __ - ��_` I 0 / - ,� : . ­(�)11 obtaining an encroachment permit from CVWD. .1 �, 14� x _____ i� ��41 : t-l" 1. .�' I' .1 : : 1\ : : ;:_ - I ,N.�o I ... kl%111��, � ii � A R.�'$, : I.' .1. I ��,��, I / : : : :� * 11 i , . / : .� k �': I ; : 1 i , & � : : . 0 ­� -1 . 0 � __ I "-%" : I ii : : I : &.111 " , 11 I : : : .� $ " : / I N, i , : �, ,I TYPICAL AUTO COURT NOTE: 0 I tl�I - - � : � :�:, I --<, ,I- _�i � " ., �� : `� %%- I (9 9 ­1 11", ", -." I � 1. I , - 11 Z . : � . �_�� " � - _____ / Ro I. �,, '� � .t %�' . ""7 , A "-, 7. .� N1 I - � I 0 IzZool) �:� �� :� : ;­ / : SEE TYPICAL AUTO COURT PLANTING : ­1 -,�,"' " . �, . : , ------, __ - .�....-...- : : I : "I �,g- � : , E � : ,e $ 1 %"\." _/ i : I : . ; 1% , .� : : �1k ,- : ii 1� 13 . Water Management Supervisor ; INCLUDED IN OVERALL PLANTING LEGEND z,� . ��, __ I & . : t ,.�..........� : . . ,�\ -1 : / � ; -%.., .1 _­111111� � A . , . � : . : -1 F . �.I j _� : : �i z .,.................i :,� : k � a - "'�� - " I , ,:_­ lls,,,-A, : ...-n., 0 A 11 Date I 1$�Ie"�eel:t 9� 4:,��...­,"..; ­1T, / .'.%' 'ENLARGEMENT ON SHEET 1-35. QUANTITIES I � lk I . !� , 1-i --z-- : ., . . k ,�%�,%7�� ... 11 _."I: I � : S-22 I _', I ::: I � '\, �%..� + I 1_�I/ I' m i ,I A Den+ do t_ . � I �, � � ,� ii .........% � FOR EACH SHEET. "Iff �'11 - �......... - � 0 0 J I , ��,�....-�, ii � :; ;� .`� �: : iii%'� : '0, � . : . : I : z 11 " I'll / � I'll %..%.�.�.,... : %� ,,�� � �� : i ; . �,� : Development Service Supervisor 40 .1 � - . i , *�� : � :�,, : � 1 -144, . : : .1 � � I , I : � : , 0 W. . 61 0�21111' : .-.-ii�.-!"I�;........%1, . ._�, I � i'k.l." . '. ..........,_,"', — __ - E", � : ., ,, I I 0 W* / .. : :I________ I 1� ,%" ; � �--------------��_ilk I % : . : I I I 'A .. . ­­­ .��_111.1"I .I ..., � �r�___ : . -­,�,. "W" ,� "�, . -1,1­4L, 1H, ,� _� : . � 44 see �i Ml� " � �. .r : _i ,111. .. I , .- . ij : .e �, I 4`1 'iL � M"', I . 1� 0 i �Z�% , \11 I , A X� % 10-�� .,= : 0L. ___ .� * -_ : .. ii , � � . I !i,_���_�---,---�----�---,---�---�-------�;,-�e�,z�����-���,.�:"-.-.--.--;:;:::::::::::::::::;��--------�-"--, ­�� : _11k� �"% ; , ,. . k : ,t!.- ., "4"A, : . . I q , � �., ,% 1! ... _­_,___z , : -,- - __�� i ", _ @ a iz,�� :�: 11-1z", �� ,'�:p',,�,­,, � � tq � .11 : / .. ru 17---7_1 z , ,:z�� � , "". .1 1\ . 0 / M� i 0 � �i.....% � �,_, � Z :: -, ,�J,1, -, ,-­� �� : S-22 I �\\�% @ \ �1'1 � , , , , " -, � "' , " , . :Nil : . _/ ,�. .....:: I --- ., : ..1.11 k: : : I ....U�U.UKL...... .1,4�­....... ..... ................... .. 1�%`$ f � 1 4"1- / "I � io.J11J1h13M :.,..J __ ,-.....�...............ml_ W.111,11't_J; -1-1-.....J - I .�� .� #� 1 _21� 10 / " ��_ - ­� � 0 `;�'Q � I -,\ ii .�; .. " § : .-TT MS, �Iv Ith I / / 0 @ <_,�(d I '. : �1. .1� 'I, �$ � i ji , n I 0 � � �,_�_ � ..". � j � � / � N, I I z � - : I I 1i ii W ,� IN' �i 4: TYPICAL ATRIUM NOTE: :�­*­­.­.....................Sl:�S:���OSS_�, rMnM" --- . il : k G), . : I � W_ q ., ., \_,-Y'� ­ . . . I ......, ____ " __'.. ��.......I....` � :: � _1....1, , t� " ,-..*' .11 f—, i : I , i*,__..,_'.` : , IV— � :% :�.%. ..... I I (�) a - 0 ,� 1-� ­_�: �� : SEE TYPICAL ATRIUM PLANTING ,� � I / SHEET KEY MAP 'WON/' �Ii z 11 I 0 . "I'll . 0 N. \ ,,Q 1%`1 N.T.S. RFT/PSC � I : - . , . . + J�if . j.." �I -1-1-11 I I , -D i iie I �A,l . .11111w­. :: .."- -1" I ENLARGEMENT ON SHEET L-35. QUANTITIES .,,---,,,. �� ',.,.,,,, �=�, , I : : �:::, I ::K. . , . 11 /: : r : �`,,,�/ �---------1 , � I :.k, : ,�-i!�TJ�I�;t;!-Il��'IT.�r,IT,l��I Tn= IkMlf ."� � ii, I / ! :��,�, I :: 11�1_ =. 77 TT� ,:­­­-_�-, �$...K...�,\ 111 1,: '. --���-,-z---,�,�z�-..�..i��i*�.'z�iii,--, .� , I )"I 1�' ��_'\-�' il :-1.� " .-. 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I I I ___itln�� � 01,�&� (�) ,, so 6 I ilt----*ilk :, 2� � �: g 'L 1 4%�, . - B-22 S-22 1 rS-22� / 00 - 1i 4= , , ,�\�-:-r � " N L so a ON a an 8 L4�_�) 0 0 m �----- I ­%�_,,� cA � - " . I , a so a IM a 3 , -111, ,­,,��C:".,_,� - "��� , - ., ­' %� r-_ t I ­.---,,,.-_-� - 3 0 c .: va a on a - �_7 W 5 3 ' !::@ 0 - 0 ­- - r �`%M: -- g � @ i 011 ­�--­ . 1, .-3---3 �_ ,.,,%�� _ ��. ,,v :...:.r..',:.�..... I I 1'�� v � a (�) I ! 0 ; "L . I 1­1_� . L. �� ­,,­ ta I ' _ �' '', _ '. : _f N N � A , rq :� - __1 I�, ,11'1� �'� !� i2 S-22 i ce kl--Ii I Jul�i"11%,"': 1, 01_'_.i i i - �,:--'T� � - : �z "I 5 1 _e4 , , 4 J i!, �"_. . - � .. -...; � ., -�,.'�� : t ......,_.: _j - 11,1411 .11,. .. lk'�­�,.� 'o 0 ,"" , , ca Underground Service Alert SYMBOL LEGEND ,�': Uzl­�%nz .,�� . '1­ f" .... : : ,,, . n". --b a! 5D : : : ,"' , 0264 = . a I � : < < S-22 . r *# I__� 1`1 ,�.: �� 10 I I Q o . I .. �., ..... .1 - ... - ­­ I � � PLAN 3 "� — -_ �[ . . CROSS REFERENCES %-*-**. I " , - 1� -, cc 2 --y- I E . - - I , _­­ ­­­­. 7M TREES SHRUBS aft I ­LLLL - - _��, - ,_ o 3 = Call: TOLL FREE ,*� — _____ _1%11%_1%1r1mTmmmn_ :::1_11::::RH!FH!HHH.............. W77 I - , ____r 1�;��u Z� 0-0 I � 11� ' ­ - ­ -- -- ­ --_ - - - - - - - ----- rl'�' 1111; _MM Ifti.- I'll 2 Q � ; t"' - � o -8-Ift�� -2 41E__*_A1000EF_*__i= -M 01*_*__�= -0 010__§_� 0 son-*-= * 00*_*__�= . ,,,_,,_,,,,,,__,_10r " - 4 2 w FOR NOTES AND LEGENDS, SEE SHEET L-34 � c CALL-OUT I Ir z � Ar I `694 - w w .,� 1, -OUT FOR PLANTING DETAILS, SEE SHEET L-40 MATCHLINE - SEE SHEET L-34 80, 1% I � �i ,- 1 1 -800 SYMBOL CALL 0 1 O' 20' 401 "­ ,N L-39 4�,j = S? , FOR PLANTING SPECIFICATIONS, SEE SHEET L-42 AIT164m; N ,!� �,m, u- � � � Mi 111111- 2 22 , SYMBOL I " mm W< FOR CORRESPONDING CONSTRUCTION & LAYOUT PLAN, SEE SHEETS L-7 & L-13 4 � �N I'll, 11-1 A co�coln '­', FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-25 39 OF 42 SHTS. li� .., w&;�� ;,� t - (gal./box) QUANTITY -33 1,, ,�,4&0­�-�,��­,",� `L � - I '­ IL- �,�­M I I w 8 z5o '­�L: - ,',­�':"�'��,: j,_,�,-�;" , � 1� -, I ;1 � ,­� ­_ I I .�- R QUANTITY FOR CORRESPONDING TREE AND VINE PLANTING PLAN, SEE SHEET L I" �, �­­'4 � L 41 ,� , I - �H� 1 2 N 2 r - I <�3<iz: TWO WORKING DAYS BEFORE YOU DIG .1 . � — k �' 1� ... I , I . I I I k I . . , I . , . . . . . IIININ %Is).... , I I (�f/ \ N_ 9 I ,�r'�, - I . - __ ----k_-_­ _',�!�e 1 ____ ______ _,,___ __­ - ­___-_-­ ---­­ - � 1-1 --,-.,. , '"Mo*0-1 ���7' ___:J­'� 1114, ­,__ r .- , _�� - ­ � 1�­,��, - , 1 .1 LEGEND: I 1O. 'CINCH TIE'AS MANUFACTURED BY V.I.T.CO.SEE 2 SPEC.'S. O2 2"DIA.LODGE POLE PINE TREE STAKE,(2)PER 3 TREE. A C3 ----_- __-_ - TREE ROOT BALL.SET 2"FLUSH w/FINISH GRADE. 2 w 4"BERM TO FORM DEPRESSED WATERING BASIN. < 10 C3� ■ - - 4 _ L A N D S C A P E PLANT PIT 0 NATIVE SOIL. w . .M • . O ROOT BALL.O BE(2)TIMES THE WIDTH OF THE ? A R C H I T E C T U R E / 3"BERM TO FORM MASONRY WALL•SEE DEPRESSED WATERING T UNDISTURBED NATIVE SOIL. - - /v?j CONSTRUCTION PLANS SITE P L A N N I N G V 1 l w'V ® TREE TRUNK. Q 1 .V- 10221-A Trademark Street &2"'COMPACTED DECOMPOSED GRANITE LAYER O9. GALV.ROOFING NAIL. .a LEGEND: Rancho Cucamonga, CA 91730 PLASTIC VINE BUTTONS; ATTACH 1. PALM TREE-SEE PALM PLANTING DETAIL. (9091 484-2800 10 2"COMPACTED DECOMPOSED GRANITE LAYER. VINES WITH NURSERY TIES. Fax (909) 484-280 2 2.VINE PLANTING LOCATION. ATTACH TO PALM w/NURSERY TIE TAPE .p6"1',,1, • AS NECESSARY. CA Lic.#2834 O j. �0 Richard Krumwiede • VINE PLANTING LOCATION NV Lic.# 9a815 O• A 6 5 4 1 a w PREVAILING u f f- xAA 8 a 00 DIRECTION WIND LEGENIl. NOTE: 2 �PNDS CA pFA --- ------------- PLANT PIT TO BE(2)TIMES O TUBULAR STEEL FENCE PER PLANS&SPECIFICATIONS. PLANT PER SHRUB PLANTING DETAIL. ��O Krumw/ea'9C' THE WIDTH OF THE ROOTBALL O2 #10 GALVANIZED WIRE,TWIST CONNECT&CRIMP WIRE. CJ UNDISTURBED NATIVE 2 9 11.0TES UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF 3O VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS&ATTACH TO ESPALIER WIRES /%� � SOIL BACKFILL NATIVE SITE SOIL ROOT BALL WITH WATER FROM HOSE;DO NOT CRACK ROOT BALL. w/NURSERY TIES. PLANT PER SHRUB PLANTING DETAIL. 2. DO NOT USE ANY FERTILIZERS IN THE PLANTING HOLE. i 81 re ® PLANT PIT TO BE(2)TIMES THE WIDTH OF THE ROOT BALL. * 7.31- Ron ew ate NOTE: tP -OLL Q Date 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT OF BALL. F OF C A$V --■ A SHRUB PLANTING TREE PLANTING VINE ON FENCE VINE ON WALL VINE ON PALM SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. LEGEND• 0 ORIGINAL GRADE. LEGEND, O2 SHRUB BASE CROWN SHALL ALIGN WITH SLOPE FACE. LEGEND: O O3 BACKFILL NATIVE SITE SOIL. O TIE FRONDS TOGETHER AT TWO(2)PLACES 1 TREE BASE CROWN SHALL ALIGN WITH SLOPE FACE. 0 1 WITH JUTE TWINE TO STABILIZE FRONDS O 4 D.G.BERM COMPACTED IN PLACE TO FORM AND PROTECT HEART PRIOR TO 2 2"COMPACTED DECOMPOSED GRANITE. WATERING BASIN. 2 MOVEMENT/DELIVERY. O 5 COMPACT 90%MAXIMUM DENSITY: IN 3 CINCH TIE(4 PER TREE). O &641 2 3 BALL.BACKFILL AS PER SPECIFICATIONS. 2 TRIM NO MORE THAN 1/3 OF PALM FRONDS. O O O 4 APPROVED TREE STAKES(2)PER SPECIFICATIONS. 6 PLANT PIT TO BE(2)TIMES THE WIDTH OF THE ROOT � O ? r C7 3 UNDISTURBED NATIVE SOIL. 7 BACK CUT AT 1:1 SLOPE. _ = O O5 BACKFILL WITH NATIVE SOIL. O W CO _ = 4 PALM TRUNK. ALL PALMS TO BE SKINNED 12 _ z © D.G.BERM COMPACTED IN PLACE TO FORM 0 N Z z 4 O UNLESS OTHERWISE NOTED. x N WATERING BASIN. ® 2 DECOMPOSED GRANITE LAYER:(COMPACTED) �/ Q 0) � Z j� 5O4"BERM OF DECOMPOSED GRANITE TO FORM JP O7 COMPACT 90%MAXIMUM DENSITY. Z Q Z Z DEPRESSED WATERING BASIN. N �,� _ 3 �J PLANT PIT TO BE(2)TIMES THE WIDTH OF THE ROOT 11) W Z W 0O O 0 6 BACKFILL WITH SAND. N BALL. NOTE: Er lu ' 0 o O ROOTBALL. EQUAL O9 SUBGRADE. � A � � 10 BACK CUT AT 1:1 SLOPE. / O WITH UNTAWATER FROM HOSE.NGLE MATTED DODO NOT CRACK ROOT BALL.S AT EDGE OF ROOT BALL ,4-`{ a J O 1 Z z 8 5 SO2"COMPACTED LAYER OF DECOMPOSED GRANITE. r^ m Q X g 1 2 11 ORIGINAL GRADE. 1•_,� � V, Lo 0 w a 4 7 1 •V"- N '� 1 I. 4 W LEGEND: (10) j } X OD 00 Z NOTE: LEGEND: 1. HARDSCAPING/HEADERBOARD j 2 8 CONTRACTOR TO WATER PALM IN WITH VITAMIN j (11)( 2 ) '^ 6 B-1 PLANT TONIC TO HELP REDUCE TRANSPLANT 1. BACK OF CURB OR EDGE OF PAVING. 2. COMPACT DECOMPOSED GRANITE LAYER.,WATER IN AND COMPACT TO 2"FINAL DEPTH. 6 NOTES: �/J SHOCK. 3. FINISH GRADE. UNTANGLE MATTED ROOTS OF ROOT BALL WITH 7 I 2. PLANT LOCATION. 9 WATER FROM HOSE;DO NOT CRACK ROOT BALL. OA 3 NOTES: 4. SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING. j 2x SIZE of Roorea�� ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING 5 j 3 5 (TRIANGULAR)UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND 8 lu FOR SPACING REQUIREMENTS. 7 ) NOTES: 6 SPREAD DECOMPOSED GRANITE UNDER TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUND COVER AREAS. SHEET TITLE PALM PLANTING GROUNDCOVER SPACING D.G . MULCH TREE PLANTING ON SLOPE SHRUB PLANTING ON SLOPE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 5'-0" 12"O.C. (TYP.) er_ �a n 1 1 0 a F_ 2 1 1 J 1 Q v � Q 0 3 RECEIVE JUL 18 "n6 LEGEND: 1. 2X2 RS REDWOOD OR CEDAR,NOTCH ALL UPRIGHTS 1"TO RECIEVE HORIZONTAL MEMBERS 2. 1/2"CHAMFER AT THE END OF WOOD(TYP.) 3. FINISH GRADE n 4. NATIVE SOIL NOTE: 1. TRELLIS TO REMAIN NATURAL,NO STAIN OR PAINT 2. USE BRASS FINISH SCREWS @ ALL LATTICE CONNECTIONS VINE ON ESPALIER SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: A A A A A A PSC/CHK 3 z Z JRC These plans have been reviewed by the Coachella Valley Water District in accordance with Water code Title 7, Division 1, Chapter 3, ■ 3 Article 10.8, Section 65597 et seq. requiring landscape and irrigation Count in cooperation with the local governing agency (City or 7117106 a y). N Approval of this drawing by CVWD Staff does not constitute approval y to encroach into district and USBR Rights-of-Way. Trees, plants, AS SHOWN walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. ■: = - 0264 Date Water Management SupervisorSHEET NUMBER N ■ ■ Development Service Supervisor SCALE: SCALE: SCALE: SCALE: L-40 40 OF 42 SHTS. rn CONCRETE 2. All liquid curing compounds shall be used in accordance with the manufacturer's 4.02 INSPECTION OF WORK AREAS 4.12 CLEANUP 3.01 MANUFACTURERS C. Welds shall be ground smoothly, all weld spatter removed and work shall comply with the recommendations and shall not be used on surfaces receiving concrete specifications of the"American Welding Society." hardener. A. Inspect related Work and adjacent surfaces for completeness. All subcontractor's materials and tools of the trade shall be removed from the job site upon completion of A. Materials are specified by brand names to establish a standard of quality. The Landscape PART 1 - SCOPE OF WORK work. Subcontractor shall be responsible for damage to the finished surfaces of other work. Subcontractor Architect will consider substitutions for brand names of products specified, provided the D. Subcontractor to perform all the above work in accordance with the governing plans and 4.10 DEFECTIVE CONCRETE B. Correct conditions detrimental to a proper and timely completion of the Work. guarantees all work will be performed in a good and workmanlike manner. procedures set forth for substitutions and submittals are followed. The Landscape specifications. 1.01 WORK INCLUDED Architect reserves the right to reject any material which, in his opinion, will not produce the � A. Concrete which is not in accordance with these specifications, out of line, level,or plumb; 4.03 OBSERVATION OF MASONRY WORK PART 5 - WARRANTIES quality of work specified herein. The term "paint"as used herein includes enamel, paints, 4.02 INSTALLATION 'i Work includes, but is not limited to the following: all labor and materials, appliances,tools, showing structural cracks, rock pockets, voids, spalls, honeycombing, exposed stains, varnishes, emulsions, lacquers and sealers. The following manufacturers' g et products n numbers th reinforcing r th r sad e standards for the rimer and finish coats of the paint oo a damaged surfaces shall be considered as defective. Perform all masonry Work under continuous observation by the Landscape Architect and/or Owners In addition to manufacturers guarantees or warranties,all work shall be warranted for one year from the date PP P A. Miscellaneous metalwork shall be free from defects which would impair strength,durability i equipment,facilities,transportation, and services necessary for installing all concrete work complete asg Y specified:ft inaer s indicated on the drawings and specifications including, but not limited to: representative. of Final Acceptance against defects in materials and workmanship by Contractor. Warranty shall also cover here P and appearance. B. All fines and irregularities shall be removed from exposed concrete surfaces while the repair of damage to any part of the premises resulting from defects in materials and workmanship to the 4 A. Furnish and set all reinforcing steel, bolts and anchors. .04 PREPARATION concrete is still green. Where patching is required, all loose and uniform concrete shall be satisfaction of the Owner. 1. Primer: Federal Specification TT-P-86, Type fl(red lead/alkyd type)or TT-P-645 B. Erect plumb, straight,true and accurately fit in place. Brace, reinforce, and anchor in removed prior to patching. (zinc chromate type)to be compatible with finish coat. place. Grind all field welds. q y A. Previous) I masonry: 9 END OF SECTION B. Install all items required b other trades which are to be cast into concrete. y placed concrete or mason Clean of encrustations, laitance,oil and coatings 2. Finish Coats:Enamel, paint, stain,varnishes,emulsions, lacquers and sealers C. Provide non-shrink grouting of all frames, plates, sills, bolts and other items not 4.11 CONCRETE FINISHES which would reduce bond. Wash Work thoroughly with water under pressure;leave 9 9 surfaces d w shallbe as specified on plans and details. to be done b others. - _ _ C. Concrete mow curbs, banding, Y PI poured in place walls, other ftatwork, footings, amp here masonry units with earlier aced Work. --- - Y pans and slabs for:walls, fencing, benches, controllers,decks, etc., where Flat surfaces shall be screeded to the required levels and slopes and then any excess water or laitance SITE CARPENTRY applicable. removed. Concrete shall be compacted with a grid tamper and then floated to a true and level surface within B. Masonry units: Thoroughly clean of dust, grease, oil, or other matter which would reduce 3.02 COLOR AND LIFE OF FINISH D. Conceal all connections in the finished work, where possible. Exposed screw l ■ • ■ the tolerance of 1/8-inch along a 10-inch straight edge. Contractor shall ensure positive drainage on all bond. connections shall be Allenhead screws matching the material they fasten. flatwork. See Plans for concrete finish in landscape areas. PART 1 - SCOPE OF WORK A. Colors shall be selected by Landscape Architect. Owner reserves the right to change L A N D S C A P E PART- 2 GENERAL C. Wetting: Do not wet concrete block units before installation. colors to match and/or contrast building colors up to and including time of execution. E. Set base plate for support posts,true and plumb in concrete footing per details. 4.12 EXPANSION JOINTS Contractor shall provide all materials and work necessary to furnish and install complete and in place all site A R C H I T E C T U R E All requirements of subsection 3.31, standard specifications for Public Works Construction, shall apply D. Reinforcement:Clean off excess mill scale, loose rust, oil and coatings which would carpentry work shown on the Drawings and Specifications herein. B. Color of all surfaces finished under this Section shall, at the end of one year, have F. Protect all dissimilar metals from galvanic corrosion by pressure tapes,coatings, or except as specified herein. Placement of expansion joints shall be as directed and determined b layouts of slab markings noted on reduce bond. Secure anchor in place. remained from serious fading, and no variations will be allowed. All materials shall then isolators. p 1 v v g SITE PLANNING drawings. Expansion joint material shall be Poly Foam,or approved equal,or as noted on Plans. Expansion 1.01 WORK INCLUDED have adherence to the end of one year, and there shall be no evidence of blisters, 2.1 INSPECTION OF SITE joints shall be recessed one quarter inch from finish surface and sealed with a bead of grey thiokol sealant 4,05 PLACING REINFORCEMENT running, pealing, sealing,chalking, streaks or strains at the end of this period. G. After erection,clean off all rust,scale and oil. Clean field welds, bolts, and abraded 10221-A Trademark Street or equal. Silica sand to match concrete color shall then be tamped into thiokol bead. Perform all work necessary and required for the construction of wood structures and devices as indicated areas. Touch-up all areas with the same material as used for the shop coat, leaving all Rancho Cucamonga, CA 91730 Examine related work and surfaces before starting work in this section. Report to the Landscape Architect A. Place reinforcement in accord with ACI 531. on the Drawings. Such work includes, but is not limited to,the following: 3.03 MATERIALS FOR GENERAL USE surfaces ready to receive finish coats. Apply second coat of primer on site. (909) 484-2800 Fax (909) 484-2802 in writing, site conditions which will prevent the proper provision of this work. Beginning the work in this 4.13 CONTROL JOINTS A. Miscellaneous light form work H. Apply °°""' section without reporting unsuitable conditions to the Landscape Architect constitutes acceptance of site B. Place all reinforcement and embeds prior to grouting. g Thinner, linseed oil,or other solvents required shall be as recommended by each manufacturer for his pp y one primer coat and two finish coats of exterior metal enamel to metal surfaces, Richard 2834 iede respective product. color as selected by Owner's Representative. ; CA Lic.#2911 conditions by the Contractor. Any required removal, repair, or replacement of this work caused by Control joints and other edges shall be formed in fresh concrete using a clean edging or jointing tool to Az Lic.#28115 unsuitable conditions shall be done at no additional cost to Owner. provide a smooth uniform finish. C. Reinforcing steel, except dowels in other Material. B. Stairs Y W Lic.#446 PART_4_- EXECUTION 4.03 REPAIR OF DEFECTS Dev TX.Lic.#1884 1. Vertical bars: Continuous from bottom cell to to of wall,centered in cells, Decks 2.2 PROTECTION OF EXISTING CONDITIONS 4.14 PROTECTION P • • except where otherwise indicated. Secure vertical reinforcement in position at D. Headers 4.01 SURFACE PREPARATION A. All defective or damaged work shall be replaced, removed and repaired as directed by the Contractor shall acquaint himself with all site conditions. He shall take necessary precautions to protect All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricades shall be top, bottom and at intervals not farther apart than 192 bar diameters. Where Landscape Architect or Owner's Representative at no cost to the owner. - existing site conditions. Should damage be incurred,this Contractor shall repair damage to its original placed immediately after concrete finishing. Contractor shall furnish, place and remove all of his own necessary, hold vertical steel firmly in place by frames or other suitable devices E. Overhead structures A. Painting: No painting or finishing shall be started until the surfaces to be painted or �PNpS CA pF condition or furnish and install equal replacement at his own expense, to the satisfaction of the Owner. barricades.Contractor shall be responsible for any damage to new construction and replacement of repair of as accepted by Architect. finished are in proper condition in eve respect. Surfaces that cannot be properly 4.04 CLEAN-UP q P P every P P P Y �O KrumwjB 9�, the work shall be made without added cost to prepared by the painter for finishing shall not be painted or finished until they are rectified, 5 0' ti Owner. 2. Horizontal bars: Wire temporarily above exact position and tag to indicate 1.02. RELATED WORK IN OTHER SECTIONS unless instructed otherwise by the Landscape Architect. A. Clean-up and remove from the site all unused materials and debris resulting from the �� �IQ m� �A 2.4 COORDINATION correct locations. Use calibrated vertical bars where indicated,wired to vertical performance of this work not less than once a week or the last working day each week. All ri m m 4.15 PATCHING bars or dowels. The following items of associated work are included in other sections of these Specifications: trash shall be removed completely letel from the project site. - � B. Cleanliness:Surfaces to be painted shall be clean and free of dirt,dust, and any other p Y P 1 1 A. Cooperation work Site; Coordinate and Cooperate with other contractors to If patching is necessary and permissible, a bonding agent such as Weld-Crate, or equal, shall be used. substance which might interfere with the application of the paint. All surfaces to be sig q re enable the work to proceed as rapidly and as efficiently as possible. 3. Accurately splice using lap of bars as indicated on drawings with a minimum of 40 A. Painting painted shall be in proper condition to accept, and assume the proper adhesion and B. Touchup;Contractor shall clean and retouch Contractors work as necessary, or as * 7-31- 4.16 CONCRETE CURBS bar diameters. functioning of, the particular painting or coating specified. required for final approval by the Landscape Architect within 24 hours notice. en. B. Work With Other Trades; Coordinate with General Contractor items of other t PART 2 - GENERAL (P _M Q % rades to be furnished and set in place. Such portions of their work as all or in Construct concrete curbs at locations shown on Plans as detailed, true to line and grade, as approved by 4. Tie at intersections using No. 16 gauge annealed wire. C. Notification:Surfaces which cannot be prepared or painted as specified shall be C. Unpainted Surfaces;Contractor shall leave all surfaces not to be painted, paving, �qr Date Q�a art embedded, built-in, attached to, or supported b the work shall be the local Count or City. Use natural re Portland cement concrete, 2000 PSI compressive strength. 2.01 SUBMITTALS immediately brought to the attention of the Landscape Architect. Starting of work without hardware, or plant materials free from any paint, stain, spatterings, smears or smudges F p �*0 p Pp Y Y Y• grey P 9 g F C A�- executed by them in ample time that progress of the work is not delayed. Locate expansion joints as detailed or shown, and as directed, at intervals not to exceed fifteen feet(1 5, 4.06 MORTAR AND GROUT such notification will be considered acceptance by Contractor of the surfaces involved. which are the result of his operation. Finish with steel trowel,then brush with bristle brush parallel to face or edge. Submit color samples of all samples of all paints and stains to Landscape Architect for approval, 10 days Contractor will be required to replace any unsatisfactory work caused by improper or PROJECT / CLIENT I Any cutting h patching made necessary to comply with this injunction shall P 9 D. Location;Contractor shall not clean equipment and brushes or dispose be done at the Contractor's expense. A. Mortar: Type S in accord with UBC Chapter 24. prior to application. defectiOwner. or surfaces,as directed by the Landscape Architect,at no additional cost to the or other chemicals in areas to be planted or in the vicinity of existing plants. hinners, paint 4.17 CLEAN-UP 1. Color: As indicated on plans. 2.02 STORAGE & HANDLING 2.5 APPROVAL Upon completion of all concrete work and before final acceptance, Contractor shall remove all tools, surplus 4.02 WORKMANSHIP AND APPLICATION PART 5 - WARRANTIES materials, apparatus,debris, etc.,from the site and the site shall be left in a clean, neat condition B. Grout: In accord with UBC Chapter 24, with exception that lime shall not be used. A. Storage;Lumber shall be stored in neat stacks at the site unless it is to be used Wherever the terms"approve,""approval,"or"approved"are used in the Specifications,they mean approval acceptable to Owner. immediately. All lumber shall be piled so that it may be readily inspected and shall be A. Quality:All painting shall be done by skilled and experienced craftsmen working under the In addition to manufacturers'guarantees or warranties, all work shall be warranted for one year from the date P of the Landscape Architect,the Owner's Representative or their field representatives, or in writing. C. Dispose of mortar and grout not used within 30 minutes after leaving mixer. Retempering handled in a manner that will avoid injury or breakage. supervision of a capable foreman. All workmanship shall be of the highest quality and to of Final Acceptance against defects in materials and workmanship by Contractor. Warranty shall also cover PART 5 - WARRANTIES of mixture will be allowed in accord with UBC Chapter 24. the complete satisfaction of the Landscape Architect. All materials shall be applied in repair of damage to any part of the premises resulting from defects in materials and workmanship to the 2.6 SUBMITTALS B. Piling Wood/Protection;Structural timber shall be neatly piled on skids above ground and accordance with the manufacturers'directions, and materials shall be thinned only in satisfaction of the Owner. In addition to manufacturers'guarantees or warranties,all work shall be warranted for one year from the date D. Mortar and grout minimum compressive strength: shall be protected from the sun when necessary to prevent warping. Treated lumber shall compliance with the manufacturers'specifications. At least 1 O days after award of contract,Contractor shall submit for approval samples and/or be handled with rope slings. Cant hooks, peaveys, or other sharp instruments shall not be END OF SECTION of final acceptance against all defects in materials and workmanship by contractor. Warranty shall also 1. be 28 days 1,800 I manufacturers'latest catalog cuts and specifications of the following prior to beginning work. Approved Y used in handling treated timber. Undue injury in handling will be cause for rejection. B. Preparation:All material shall be evenly brushed, rolled or smoothly flowed on without runs cover repair of damage to any part of the premises resulting from defects in materials and workmanship to psi samples shall be standards for completing work. P or sagging and free from drops, ridges, laps, and brush marks. No coats shall be applied _ the satisfaction of the Owner. 2. Grout: 28 days 2,000 Y until any previously applied coats have thoroughly dried. Sand surfaces between coats A. One 2 ft. x 2 ft. x 2 in. sample for each type of concrete finish and color at the job site. psi PART-a,_ MATERIAL$ 0 P as necessary to produce a smooth finish. x � N B. Color samples for expansion joint compounds. END OF SECTION E. After all ingredients are n the batch mixer, mix mechanically for not less than three A. Grading standards;Redwood shall be in accordance with as Specifications for '`� LO P P 1 P minutes. nd not use hand mixing unless specifically acceptable to Project Grades of California Redwood Lumber"graded under the rules of the Redwood Inspection C. Application shall be as follows: I . ` � W r 9 package P CONCRETE UNIT MASONRY AND STUCCO SURFACING Superintendent. �l C. All submittal data shall be forwarded in a single acka a to the Landscape Architect within Service. O 5 N 15 days after award of the GeneralContract unless otherwise approved by the Landscape 1. Paint: Two coats to match color of buildings-color to be selected by Owner. O (r W 0 Architect and/or Owner's Construction Representative. 4.07 WORKMANSHIP B. Lumber: PART 1 - SCOPE OF WORK 2. Primer: Two coats-one coat shop applied and one coat site applied. ( (D Q � A. Preserve unobstructed vertical continuity of cells to be filled. Fully bed webs and 1. All lumber shall conform to the allowable characteristics permitted within the 2.7 SUBSTITUTIONS crosswalls forming such cells in mortar to prevent leakage of rout. Q 1.01 WORK INCLUDED g P g g applicable grading rules. No splits, checks, holes,decay or other irregularities 3. Unless otherwise instructed, all paints and primers shall be sprayed or rolled on- � � (f) W Z A. Standards;Specific reference to manufacturers'names and products specified in this B. Fractional arts of mason units are r will be permitted except those characteristic of that grade. site. d) r� section are used as standards;this implies no right to substitute other material or Furnish all labor, tools, equipment, materials,transportation, and perform all operations necessary and P masonry prohibited where whole units can be used. Chinking V W Cr P g incidental for the proper execution and completion of all concrete unit masonry in accordance with the of interstices with fragments will not be allowed. Provide special units as necessary to 2. Unless otherwise indicated on Drawings or Specifications, lumber shall be either D. Finished Product:Completed painted surfaces shall be free of blistering, running, O methods without written approval of the Landscape Architect. P P � y 9 P P P g, g, peeling, W Q PP P Drawings and Specifications including, but not limited to,the following work items: form openings and lintels. redwood construction heart and/or douglas fir, resawn, with no exposed scaling, streaks or stains, and the colors of all surfaces shall remain free from fading and ^ M LL B. Approval; Installation of an approved substitutions is Contractors's responsibility. An sapwood. uniform in color. u PP Y PPy A. Pilasters(Stuccoed where applicable) C. Do not construct any part of any masonry wall more than 6 feet higher than adjoining M Q changes required for installation of any approved substitution must be made to the portions. 3. Header;Construction heart grade redwood header and stake, where applicable. W U satisfaction of Landscape Architect and without additional cost to Owner. Approval by 4.03 CLEANUP AND CLEANING Landscape Architect of substituted materials and/or dimensional drawings do not waive B. Walls(Stuccoed where applicable) SAS or roughsawn as detailed. N P 9 D. Where absolutely necessary,for construction purposes to stop off longitudinal runs of 00 W q mason stop off only b racking back one-half nit length in each course. Toothin C. Hardware: A. Safety/Cleanliness:/Cleanliness: Upon completion of the painting work, Contractor shall remove from these requirements. Y P P P 9 � 00 Z C. Masonry Barbeques(Stuccoed where applicable) masonry, P Y Y 9 9 9 the premises and dispose of all scaffolding and equipment, surplus material, empty < r - shall not be permitted. containers and other debris resulting from Contractor's opelrations. The site shall be left Q � PART 3 - MATERIALS 1.02 RELATED WORK 1. Galvanized;All hardware required for fabrication, including brackets, hangers, clean and neat in all respects. E. At openings for ducts, pipes and conduit built into masonry walls, cut to form fractional hinges, fasteners, and nails shall be hot-dip galvanized. Screws, nuts, bolts, I - Materials shall be of first quality and of domestic manufacture as noted below: A. Furnishing and placing rebar. units with abrasive saw. and washers shall be hot-dip galvanized or cadmium plated. PART 5 - WARRANTIES A. Portland cement shall conform to ASTM-C150, Type I or Type II. B. Concrete placement. F. Align vertical cells to maintain continuous unobstructed cell area. 2. Additional Hardware;When shown on the plans and in addition to hardware, 0 P In addition to manufacturers'guarantees or warranties, all work shall be warranted for one year from the date structural members fabricated from steel, concrete,or other materials shall be of Final Acceptance against defects in materials and workmanship by Contractor. Warranty shall also cover B. Concrete aggregate shall conform to ASTM-C33. C. Stucco application. G. Set units with joints straight and uniform in width. incorporated into the structure. PP repair of damage to any part of the premises resulting from defects in materials and workmanship to the C. Water shall be clean,free from strong acid, alkali, oil or organic matter. PART 2 - GENERAL 4.08 JOINTS AND COURSING - EXPOSED MASONRY PART 4 - EXECUTION satisfaction of the Owner. D. Admixture for all formed concrete shall be SIKA Chemical Corp.'s"Plastiment", or A. Joints: Raked as exposed masonry and flush with stuccoed;concave tooled with brick. 4.01 QUALITY approved equal, applied in strict accordance with manufacturer's directions. 2.01 PERMITS & INSPECTIONS END OF SECTION E. Reinforcement: reinforcing steel ASTM-Al 5 and ASTM-A305.Wirefabric: ASTM-Al 85 Obtain necessary City Building &Safety Department permits and inspections. B. Bond: Common running bond, unless otherwise indicated. Workmanship shall be first-class throughout. All lumber shall be accurately cut and framed to a close fit and shall have even bearing over the entire contact surfaces. All joints shall be square and tight unless TUBULAR STEEL C. Joints:3/8 inch wide. otherwise shown. No shimming will be permitted in making joints. Work shall be free of hammer marks, F. Forms: 2.02 APPLICABLE STANDARDS dents or other disfiguration. Nails to be seated flush unless otherwise shown. Unless otherwise indicated ! SHEET TITLE D. Keep all areas to be grouted free from mortar so that grout will contact foundation. on Drawings,countersink finishing nails 1/16 inch. Unless otherwise indicated on drawings, holes for PART 1 - SCOPE OF WORK 1. Lumber shall be construction grade Douglas fir. Any reference to the "Standard Specifications, ASTM, or ACI manuals shall mean the current or latest countersunk bolts shall be bored with a bit 1/6 inch larger than the accompanying washer and to a depth editions. E. Perform tooling or raking when mortar is partially set but still sufficiently plastic to bond. which allows bolt head to be secured flush with finish surface of wood member. Holes for lag screws shall be 1.01 WORK INCLUDED 2. Plywood for forming of concrete which is exposed shall be Plyform. All plywood Use a tool which compacts mortar, pressing excess mortar out of joint rather than same size as diameter of inner shank(bolt size minus depth of thread). used for forming shall be at least 5/8-inch thick and edge sealed. A. Standard Specifications:Standard Specifications of the State of California, Business and dragging it out. A. Furnish and install tubular steel per plans, details and specifications. Transportation Agency, Department of Transportation, CALTRANS. G. Expansion joint filler shall conform with ASTM-D1751 (premolded). F. Rake out joints which are not tight at time of tooling, point and then tool-where applicable. 4.02 HARDWARE 1.02 RELATED WORK IN OTHER SECTIONS B. Standards: A. All bolts 5/8 inch and less in diameter shall be fitted with cut washers, and all bolts and lag PART 4 -EXECUTION G. Butter vertical head joints well for thickness equal to face shell of unit and shove these screws over 5/8 inch in diameter shall be fitted with cast or malleable iron washers, unless The following items of associated work are included in other sections of these Specifications: 1. ASTM-American Society of Testing and Materials. joints tightly so that mortar bonds well to both units.- otherwise shown on the plans. A. Painting 4.01 CONCRETE DESIGN MIX 2. ACI-American Concrete Institute, Manual of Concrete Practice. 1. Fill joints solidly from face of block to at least depth of face shell. B. All exposed hardware items shall be installed as hot-dip ped pped galvanized unless otherwise A. Contractor assumes responsibility for the design mix and guarantees the specified H. Set lintels,capping units and bearing plates in a full bed of mortar. instructed on plan. PART 2- GENERAL ultimate strength as indicated or specified herein. 2.03 INSPECTION OF SITE Examine related work and surfaces before starting work in this Section. Report to the Landscape Architect I. Control joints shall be as detailed. Apply sealant, where required, in accord with plans 4.03 NAILING 2.01 QUALITY ASSURANCE Z U) B. Concrete, minimum 28-day ultimate strength shall be 2000 PSI. in writing site conditions which will prevent the proper provision of this work. Beginning the work in this and specifications. Z Section without reporting unsuitable conditions to the Landscape Architect constitutes acceptance of site When toe nailing of structural members is required, toe nailing shall be at an angle and penetration to firmly A. Qualifications: O C. Ready mixed concrete shall conform to ASTM C94. secure member. O � conditions by the Contractor. Any required removal, repair,or replacement of this work caused by 4.09 GROUTING 1. Perform shop welding on the premises of a fabricator licensed by the City � unsuitable conditions shall be done at no additional cost to Owner. Building and Safety Department. � 4.02 CONCRETE PROPORTIONS & CONSISTENCY A. Fill all masonry cells containing reinforcing steel solidly with grout.At finished course, stop 4.04 EASED EDGES 2.04 PROTECTION OF EXISTING CONDITIONS grout one-half the course height below top of last course grouted. A. The proportions of aggregate to cement shall provide a dense mixture which will readily Edges of seat decks, benches, handrails, planter caps and other exposed or leading corners are to be 2• Perform welding by welders approved and certified in accordance with work into all corners of the forms and around all reinforcements without any segregation of Contractor shall acquaint himself with all site conditions. He shall take necessary precautions to protect B. Keep mortar dropping out of or remove from grout space before grouting. eased. requirements of AWS. I U the materials, cause excess free water to collect on the surface or cause excessive existing site conditions. Should damage be incurred, this Contractor shall repair damage to its original B. Reference Standards: bleeding of the forms. condition or furnish and install equal replacement at his own expense,to the satisfaction of the Owner. C. Puddle grout or vibrate in place. 4.05 HEADERS D < B. The recommended practices of the American Concrete Institute shall be followed inall D. Grout bolts and anchors inserted in wall solidly in place so that there s a minimum of 1 inch Headers are to be installed in accordance with plans and details. 1. "AISC Steel Construction Manual". applicable procedures. The maximum slump shall not exceed (4")four inches for footings, 2.05 COORDINATION of grout between bolt and masonry unit, unless otherwise indicated. CC 0 slabs on grade,and mass concrete;5 inches for foundation walls. 2. "Code for Arc and Gas Welding in Building Construction". AWS D1.0 of the i A. Cooperation onsite;Coordinate and cooperate with other contractors to enable the work to E. Set bolts,frames and inserts necessary for attachment of subsequent Work must be 4.08 CLEANUP American Welding Society. proceed as rapidly and as efficiently as possible. secured in place prior to grouting. 4.03 CONCRETE APPROVAL All subcontractor's materials and tools of the trade shall be removed from the job site upon completion of 3 "Metal Finished Manual" of the National Association of Architectral Metl B. Work with Other Trades;Coordinate with General Contractor items of other trades to be . , u a work. Subcontractor shall be responsible for damage to the finished surfaces of other work. Subcontractor quality, proportions, y 1 pp g furnished and set in lace. Such portions of their work as all or in 4.10 POINTING AND CLEANING P g Manufacturers NAAMM U) The concrete ualit , ro ortions,consistency, is subject to the approval of Owner, and no changes p P part embedded, built-in, ( )• attached to, or supported b the work shall be executed b them in ample time that guarantees all work will be performed in a good and workmanlike manner. shall be made without prior written approval. PP Y Y p RECE1VEt� progress of the work is not delayed. Any cutting or patching made necessary to comply A. Immediately remove from exposed surfaces surplus mortar, grout, foreign material, and 2.02 SUBMITTALS () with this injunction shall be done at the General Contractor's expense. stains. PART 5 - WARRANTIES 4.04 FORMWORK A. Submit complete shop drawings to the Landscape Architect and/or Owner's JUL 1 8 2906 Z w B. Defective joints: Point holes or defective mortar joints in exposed masonry and cut out In addition to manufacturers'guarantees or warranties,all work shall be warranted for one year from the date Representative for review in advance of fabrication. Show the following on the shop O A. Forms for concrete work shall a either metal or wood. Forms that are warped or that do 2.06 FINAL ACCEPTANCE 1 1 P y of Final Acceptance against defects in materials and workmanship by Contractor. Warranty shall also cover drawings: p p� �t,�p�S�q� CL not have a smooth straight upper edge shall not be used. Forms shall be set with the and repoint defective joints. Replace chipped or broken masonry units. 9s� IPU�eUCNK>A1c8bEi�'t A. Review; Review for Final Acceptance shall be held in conjunction with the final review of repair of damage to any part of the premises resulting from defects in materials and workmanship to the upper edge of the board true to line and grade and shall be staked rigidly in place with P 1 O f th o e Owner. stakes set not more than four feet(4')apart so as to remain immovable throughout the Section 4-A&B, Planting and Construction. C. Staining and excess mortar: Protect exposed masonry against grout staining. Where satisfaction1. Show dimensions, sites,thicknesses,gauges, finishes,joining, attachments U (nconstruction. All forms shall be approved by Owner within a tolerance of one percent grout or mortar does contact the faces of masonry, remove it immediately. Should and relationship to adjacent work. (1%). All materials shall be accurately and separately weighted and mixing shall continue B. Acceptance;Work under this Section will be accepted by Landscape Architect upon accidental spillage occur,wash and clean surfaces immediately with a 10%muratic acid END OF SECTION until the distribution of material is uniform and the mass of concrete is homogeneous. satisfactory completion of all work. Upon Final Acceptance at the end of the maintenance and water solution,followed by a thorough water rinse. Remove stains where they occur. 2. Where welded connections,concrete inserts, and other items are required to period, including backfilling of walls, Owner will assume responsibility for maintenance of receive other work, show exact locations required. B. Two and one-half(2 1/2)gallons of water per cubic yard, shall be withheld from the mix at the work. Said assumption does not relieve Contractor of obligations under Warranty. D. Clean efflorescence from masonry with specified cleaner in accord with cleaner the plant, and all or a portion may be added to the mix at the job site as directed by the manufacturer's instructions. PAINTING 3. items to be furnished, scale, details and dimensions.For standard manufactured items, submit work sheets showing illustrates cuts of Inspector. The concrete shall be mixed at least 5 minutes after such water is added and PART 3 - MATERIALS E. After wall in constructed, do not saturate with water for curing or any other purpose. PART I -_SCOPE OF WORK not less than 3 minutes of this time shall be immediately prior to the discharge of the batch. Total mixing time after adding original water shall be at least 15 minutes. Materials shall be of first quality and of domestic manufacture as noted below: 2.03 COORDINATION WITH OTHER WORK 4.11 STUCCO SURFACING 1.01 WORK INCLUDED A. Examine drawings and specifications, and include all miscellaneous metal work which is C. Concrete which is not placed within 90 minutes after the introduction of cement and water, A. Concrete masonry units: ASTM C 90, Grade N-1, hollow, normal weight lad bearing units. and concrete which has stood for 30 minutes after leaving the mixer, shall not be used. A. Wood Framed Walls: Furnish all labor, tools, equipment, materials, transportation, and perform all operations necessary and not distinctly specified in other sections. ■ , 1. Types and sizes: As indicated on drawings. incidental to proper execution and completion of all painting work in accordance with the Drawings and 4.05 REBAR 1. Stucco shall be three coat work not less then 7/8"thick. Specifications. Such work includes, but is not limited to,the following: B. Provide all connections, anchors, bolts, welding,cutting, punching,drilling,tapping or 2. Color: As indicated on Color Schedule. other connecting required to fit miscellaneous metal with other work. A Reinforcing bar shall be spliced with 40 bar diamers minimum overlap. (a). Scratch coat shall be approximately 1/2"thick. Before the scratch coat A. Handrails B. Portland cement: ASTM C 150, Type I or Type II. has set, it shall be well cross-scratched to provide a strong bond and C. Provide items to be installed by other trades well in advance,to permit proper sequencing 4.06 CONVEYING AND PLACING damp cured for at least 48 hours. B. Miscellaneous metals and scheduling of other work. C. Aggregates: A. Before pouring, all forms shall be thoroughly cleaned and made tight. The bottom of (b). Brown coat shall be 1/4"thick. When brown coat has set sufficiently it C. Wood overhead structures PART 3 - MATERIALS A trenches shall be wet down before pouring footings;earth shall not be muddy at the time of1. Sand: ASTM C 144, clean, hard, strong,durable, free from injurious amounts of shall be floated with a dry float to form a bond for the finish coat. Brown saline, alkaline, organic or other deleterious substances, with not less than 3 coat shall be applied no sooner than 48 hours after application of D. Decks Materials shall be of first quality and of domestic manufacture as noted below: pouring. Concrete shall not be placed until reinforcements, rough hardware, and forms are q Y approved by Owner. percent by weight passing No. 100 sieve. scratch coat. Scratch coat shall be dampened evenly before A application of brown coat to provide even suction. E. Fencing A. Rolled steel shapes and steel plates: ASTM A36. B. Before depositing new concrete against old concrete, all laitance shall be removed, and 2. Pea gravel:ASTM C 404,worked and graded with no more than 5 percent passing the surfaces roughened to expose the embedded aggregate. The surfaces shall then be No. 8 sieve and with 100 percent passing 3/8 inch sieve. (c). Finish color coat shall be approximately 1/8"thick and shall be applied 1.02. RELATED WORK IN OTHER SECTIONS B. Steel tubing: ASTM A500 Grade A,or ASTM A501 seamless-G.A. per details. covered with cement grout, using the specified mix with 1/2 of the course aggregate and damp cured strictly in accordance with the manufacturer's omitted, 1-1/2 inches thick. D. Water: Clean , portable, from domestic supply. directions, and city and local governing bodies. The following items of associated work are included in other sections of these Specifications: C. Steel pipe: ASTM A53,Type E or S, Grade A or A120, galvanized 6"diameter. C. Conveying and placing of concrete shall be done so as to prevent separation of E. Hydrated lime:ASTM C 207,Type S, and containing 85%by weight of calcium oxide. 2. Stucco shall be Merlax, La Habra or approved equal as per color selection by A. Shop paint of steel materials and miscellaneous metal items D. Steel bolts: ASTM A307, Grade A. / \ ingredients, and in no case shall the free fall exceed 6 feet. Tremies shall be used as Landscape Architect. required. Surfaces of concrete shall be kept reasonably level, with a minimum amount of PART 2 - GENERAL F. Admixture for grout: Material acceptable to Architect. Obtain acceptance from Project E. Welding rods: Conform to AWS requirements for intended use. ■ concrete being allowed to flow after being placed. Placing shall be performed as a Supervisor prior to use. 3. Packaged material shall be delivered in the original packages, containers or bundles bearing the name of manufacturer and the brand name. F. Concrete inserts: As indicated on the plans. KPF continuous operation until each section is completed. P 1. Use according to manufacturer's printed instructions. Secure manufacturer or 2.01 SUBMITTALS Texture to be rubber float finish (scrub coat)or as approved by Landscape D. Concrete shall be spaded and vibrated with mechanical vibrators to a maximum distributor initial supervision by a qualified field representative to assure proper 4. G. Shop prime-coat paint: Conform to either FS TT-P-86 Type II for red lead/alkyd type paint Architect. 5. All exposed foundations shall receive one application of finish color Before beginning work, prepare for approval a sample of each color and finish required. Such samples, subsidence,without separation of ingredients. The moving of concrete by vibration will use of admixture. coat to match building color. when approved, shall constitute standards for color and finish for acceptance of completed work. Samples or to FS TT-P-45 for zinc chromate type paint(2 applications-shop&site). not be permitted. G. Mineral color pigments: Pure ground mineral non-fading oxides, lime and alkali proof. i CHECKED BY Colors as selected by Landscape Architect where applicable. shall be made upon materials corresponding with those to be finished on the site. All work shall match the H. Touch-up for galvanized surfaces: All State#321 Galvanizing Powder(30%tin,30%zinc, 6. All stucco shall be water proofed up to three feet above finish grade with approved colors and samples. Submit samples to the Landscape Architect 15 days prior to construction for 40%lead and flux)as manufactured by All State Welding Alloys Co., or Speed Galvanized N 4.07 COLORED CONCRETE H. Cleaning material: Sure Klean No. 600 detergent, by Process Solvent Co., Inc., or Thompson's Water Sealer or equal. approval. by W.D.L. Co.or equal. JRC Integral color and Dust-On color hardner shall be as specified on plans and details. equivalent. B. Block Walls 2.02 PRODUCT HANDLING I. Non shrink grout: Mini Wax Construction Products Division Por-Rock,or approved equal. 6 1. Expansion joint filler:ASTM C 1751. 3 4,08. GROUTING 1. Stucco shall be two coat work not less than 1/2"thick. All painting materials shall be delivered to the site in the manufacturers'original containers with Jabe)s intact J. Metal enamel: FS TT-P-37C-(2 coats). J. Sealant materials: As noted on plans. and seals unbroken. They shall be stored in a safe place, in accordance with current local regulations. All 5/12/06 1P A. Grout shall be composed of one part Portland Cement and two parts of fine aggregate by (a). Brown coat shall be approximately 3/8"thick. Float with a dry float to necessary precautions shall be taken to avoid danger of fire. volume. Materials shall be mixed dry and water added just sufficient to make the mixture K. Submit Catalogue Cut Cementitious waterproofing material. form a bond for the finish coat. PART 4 - EXECUTION ID flow under its own weight. 2.03 ENVIRONMENTAL CONDITIONS L. Vertical expansion joints: In concrete masonry wall construction shall be a minimum 20 - (b). Finish color coat shall be approximately 1/8"thick and shall be applied B. For dry tamp cement grout, a minimum of water shall be added to the mix so that when wet p 1 Y and damp cured strictly in accordance with the manufacturer's direction 4.01 FABRICATION 0'apart. Use breaking bond whether for exposed or stuccoed masonry wall work. Surfaces shall be painted only when they are free from moisture. No painting of exterior surfaces shall be N/A o sample is squeezed hard in the hand, surface moisture, but no free water, shall appear on including city and governing bodies. done less than 72 hours after a rain, nor during periods of dew or fog. Receiving surfaces shall be properly A. Conform to the requirements of the referenced standards. the sample. Do not mix more than can be used in 30 minutes. dried out before proceeding with the work. No painting shall be done when temperature is below 50 degrees WP_ART_4 - EXECUTION 2. Color and manufacturer shall be selected and approved by Landscape Architect. F P g P 9 P 9 NUMBERJOB Q 1. For manual welding, use low hydrogen type E7015 and E7016 electrodes. 4.09 CURING AND PROTECTION Each item of Work shall include excavations for foundations and footings, concrete masonry block, a deformed billet-steel bars, Douglas Fir wood grant, stucco finishing and backfilling clean-up to the 3. Deliver packaged material in original packages bearing the manufacturer's and 2.04 SCAFFOLDING AND PROTECTION 2. Weld preheat shall be determined from Mill Reports showing the chemical A. All exposed surfaces of concrete shall be protected from damage due to temperature, satisfaction of the Owner. brand names. composition of the reinforcement. 0264 E elements, and construction operations. Furnish, maintain and remove all scaffolding and ladders required for this work, and all drop clothes for the 4. Texture as called out on plan or I.P. field approval. B. Curing shall be as follows; 4.01 LAYOUT protection of walks, fixtures, or other surfaces not to be painted. Painted and finished surfaces subject to B. Shop prime all ferrous items to 1 mill dry coat thickness after fabrication,deburring and ■ Lo 5. All exposed foundation shall receive one application of finish color coat to match damage or defacement shall be properly protected and covered. Contractor shall be responsible for any and grinding smooth welds and rough spots. Touch-up after installation. Leave in proper UJ 1. All exposed surfaces of concrete shall be protected form premature drying and All walls are to be staked in the field for top of footing, top of wall, lengths of walls and all steps in walls, on building color. all damage to painted work, and to that of other work caused by operations under this Section. part 3- condition to receive finish painting. 1 freshly placed concrete shall be protected against wash by rain. All concrete the square footage as staked in the field. Any changes or deviations which add or delete concrete block materials LL walls will be corrected or approved by Project Superintendent and adjusted by drawings submitted and 1. Do not paint rebar and steel surfaces to be embedded in or bonded to concrete. L-41 O� shall be kept wet for a period of ten days after placing. In order that curing water approved by Landscape Architect and Project Superintendent. Any overages will be per square foot/lineal `ma may reach both surfaces of walls,the forms shall be loosened and water shall be foot unit cost. o poured over the tops of the walls and allowed to run down between the concrete and the forms. 1 OF 42 SHTS. L SR U N Q( - - _ - / / - �l- E. Do not willfully install the sprinkler system as indicated on the drawings when it is obvious 3.20 COVERAGE TEST: 3.04 SOIL CONDITIONING (also see Fine Grading Section) PART 4-GUARANTEES LANDSCAPE IRRIGATION SYSTEM in the field that unknown obstructions or grade differences exist, that might not have been 3. Soil analysis report shall test for agricultural suitability and make recommendations for considered in the engineering or if discrepancies in construction details, legend, or When the sprinkler system is completed, perform a coverage test in the presence of the Owner's soil amendment of turf areas and of shrub and tree back fill materials. A. For turf areas, broadcast the recommended soil additives and incorporate based upon 4.01 GUARANTEE specific notes are discovered. All such obstructions or discrepancies should be brought Representative to determine if the water coverage for planting areas is complete and adequate. Furnish all required soils'analysis recommendations. PART 1 -GENERAL to the attention of the Owner's Representative. In the event this is not done, the materials and erform all work re uired to correct an inade uacies of covera a due to deviations from 4. Copies of the report shall be sent to the Owner's representative and City inspector. � All shrubs and roundcover shall be uaranteed b Contractor a to rowth P q Y q 9 g g y s g and health for a period of ninety , 1.01 Contractor must assume full responsibility for revisions necessary. Before any work lans, or where the s stem has been willful) installed as indicated on the drawin s when it is obvious) B. Planting pits shall be excavated two times the diameter and 2"shallower than the rootball 90 da s after com letion of the s ecified maintenance eriod, and/or final acce tance b the Owners = >" p Y Y 9 Y ( ) Y P p p P Y commences, confer with the Owner's Representative regarding general details of work of inadequate, without bringing this to the attention of the Owner's Representative. This test shall be B. Soil Amendments: depth for trees and shrubs. (Refer to planting details). representative. Trees in 24"boxes or larger, and all field grown specimens shall be guaranteed by Contractor to A. Refer to standard contract documents for non-technical contractual requirements and this contract. accomplished before planting begins. live and grow in an acceptable upright manner for a period of one (1)year after completion of the specified conditions. 1. Contractor shall perform all recommendations listed within the Soils Analysis/Report maintenance period, and/or final acceptance by the Owner's representative and City inspector. 3.02 OBSERVATION SCHEDULE 3.21 HYDROSTATIC TEST: and shall supersede recommendations listed. C. For shrubs and trees,-backfill plant pits with soil excavated from pit. Add amendments to B. Installer's Qualifications:Company specializing in commercial irrigation and shall have a backfill mix as recommended in soil analysis report. � valid current C-27 contractor license with minumum 5 years documented experience. A. Contractor will be responsible for notifying the Landscape Architect and Owners All Hydrostatic tests shall be made only in the presence of the Owner's Representative, or other duly 2. Fertilizer and products used for soil conditioning and maintenance shall bear the D. Backfill mix for Palms shall be nurser sand. Refer to details) Representative in advance for the following observations according to the time indicated: authorized representative of the Owner. No pipe shall be backfilled until it has been inspected,tested, and manufacturer's guaranteed analysis, and shall be as recommended in the required y 1.02 SCOPE OF WORK soils'anal sis re ort. •Pre-job Conference-7 days approved in writing. Pressure supply lines shall be tested under a hydrostatic pressure of 150 pounds per Y p 4.02 REPLACEMENT STOCK ' I ' Furnish labor, materials, a ui ment,a liances and services necessar for the execution and com letion of -System layout-36 hours Coverage tests-36 hours square inch for a period of four hours prior to installing control valves. 3. Import soil, if required, shall be free from debris, roots and large rock and shall be of II 4 p pp Y p - "Landscape Irrigation"as indicated on the drawings and/or herein specified. •Final Inspection-48 hours -_ - the same structure and USDA classification as the site soil and shall be free of all __ All replacement stock shall be subject to the same warrantv_requirements as the original stock. And_ -_ 3.22 COMPLETION deleterious materials harmful to plant life, and meet the soils'analyis report rec. damage due to replacement operations shall be repaired by the Landscape Contractor. At the end of the 9 M 9 a P.�.4T2-MATERIALS B. Observation of pressure supply line installation and testing will be conducted by city warranty period, inspections shall be made jointly by the Tenant's Construction Representative, Developer, landscape inspector. A. U on coin letion of the work, make round surface level, remove excess materials, C. Plant Materials Tenant and Landscape Contractor. All plants and lawn areas not in a healthy growing condition shall be p p g 3.05 WEED CONTROVABATEMENT removed and re laced with lants and rasses of a like kind and size before the close of the next lantin Materials shall be of first quality and of domestic manufacture unless otherwise noted. C. No observation will commence without currrent as-built drawings. rubbish,debris, etc., and remove construction and installation equipment from the season. p p g p g L A N D S CAP E premises. 1. Quality and size of all plants shall conform to the California Standard Grading A. Weed abatement: after earthwork, installation of irrigation system, and soil preparation, A R C H I T E C T U R E 2.01 SUBMISSION FOR APPROVAL Code of nursery stock and shall be No. 1 grade. Plants shall be vigorous, or but prior to planting, perform weed abatement program to planting areas as follows: B. Supply as part of this contract the following tools: normal growth,free from disease, insects, insect eggs and larvae. All plants END OF SECTION shall equal or exceed any measurements specified and shall be supplied from the 1. Turf planting areas; S I T E P L A N N I N G ( Furnish the articles, equipment, materials, or processes specified by name on the drawings and in 3.03 WATER SUPPLY •Two wrenches for disassembling and adjusting each type of sprinkler head supplied. source indicated when a source is specified. specifications. No substitutions will be allowed without prior written approval of the Owner's Representative. -Two ke s for each automatic controller. Ran 21-A c a on g rk Street Connections to the existin Y a. Keep area moist by regular irrigations for a period of two(2)weeks to Rancho Cucamon a, CA 91730 g points of connection shall be at the approximate locations shown on the - Four quick coupler keys with attached hose swivels. 2. Container stock shall have grown in containers for at least one year, but not over germinate existing weed seeds. 9 A. A coin lete material list shall be submitted to the Owner's Re resentative rior to drawin s. Minor chan es caused b actual site conditions shall be made without additional cost to the (909) 484-284- p p p 9 9 Y • Four(4)of each of all types of sprinkler heads and nozzles. two years. Samples shall be shown to prove that no rootbound conditions Fax (909) 484-2802 performing any work. Catalog data and full descriptive literature must be submitted Owner. •Two keys for enclosure lock. prevail. No container plants that have cracked or broken balls of earth, when b. At the end of two weeks, apply approved Post-emergent herbicide. r" whenever the use of items different than those specified is requested. Notarized -Two cover liftin tools for valve boxes. taken from container, shall be )anted exce tons ecial a royal from the 1.0 Richard Krumwiede certificates must be submitted b lastic i e and fittin manufacturer indccatn that g p p p pp Do not irrigate within six(6)hours after application. Herbicide shall be CA Lic.#2834 Y p p p g g 3.04 LAYOUT Owner's Representative. applied by an individual with appropriate license, refer to MFG ; AZ Lic.#29115 material complies with specifications, unless material has been previously approved. NV Lic.#446 C. The above equipment shall be turned over to the Owner at the conclusion of the project. specifications for period of time required from time of application to time 'ho,,. TX.Lic.# 1884 Layout sprinkler heads and make any minor adjustments required due to differences between site and Before final acceptance can occur, evidence that the Owner has received materials must 3. Nomenclature conforms to customary nursery usage: For clarification, the term of implementing planting. After complete weed kill, remove all weed B. drawings. Any such deviations in layout shall be within the intent of the original drawings, and without be shown to the Owner's Representative. multi-trunk defines a plant having a minimum of three trunks and a maximum of residue and top growth and dispose of in a legal manner. � item): additional cost to the Owner. Layout shall be approved by the Owner's Representative before installation. five trunks of nearly equal diameter. f PART 4- RECORD DRAWINGS CHARTS& MANUALS Item No. Descri ip ion Llllodel# i 4. Ins ections;All )ant materials must have been reviousl ins eced at the NDS Cq p 1. Pressure Su I Lines Lasco Schedule 40 3.05 GRADES p p p Y p �p Fq pp Y nursery by a State or County Agriculture Department, and shall be subject to 2. Shrub areas; 2. Lawn Head Buckner #404 4.01 RECORD DRAWINGS the ins ection and a roval of the Landsca a Architect before I g. Krumw�e10761 Before starting work on the sprinkler system, carefully check all grades to determine that work may safely p pp p p antin 2 `a�� � �� 3. Etc. Etc. Etc. proceed, keeping within the specified material depths. a. Prior to planting shrubs and placing 2"compacted layer of D.G., t� r, A. Record accurately on one set of black and white prints of the drawings, all changes in the a. Inspection of Plant Material: Inspection of plant materials required by apply approved Post-emergent herbicide all growing weeds. v " m The material list shall be submitted using the following layout(double space between each work constitutin de artures from the on inal contract drawin s, includin chan es in `A 0 3.06 ASSEMBLIES g p g g g g City, County, State,or Federal authorities shall be the responsibility of Do not irrigate within six(6) hours after application. Herbicide shall be -+ � C. Equipment or materials installed or furnished without the prior approval of the Owner's both pressure and non-pressure lines. the Contractor and where necessary he shall have secured permits or applied by an individual with appropriate license, refer to MFG sign. e Representative may be rejected and such material removed from the site at no expense to certificates prior to delivery of plants to the site. specifications for period of time required from time of application to time * 7-31- Manufacturer A. Backflow assembly will be installed by CVWD. p p of implementing planting. After complete weed kill, remove all weed the Owner. B. U on coin letion of each increment of work, transfer all such information and dimensions Hate to the prints. The changes and dimensions shall be recorded in a legible and workmanlike b. Plants shall be subject to inspection and approval or rejection at place residue and top growth and dispose of in a legal manner. �. `Da �� D. Approval of any items, alternates, or substitutes indicates only that product(s) apparently B. Routing of pressure supply lines r indicated it drawings is diagrammatic. Install lines manner to the satisfaction of the Owner's Representative. When the drawings are of growth and on the project site at any time before and during progress '9r . Qa meet the requirements of the drawings and specifications on the basis of the information (and various assemblies)to conform with details on plans. approved, transfer all information to a set of reproducible drawings at cost by the Owner's of work or during the maintenance period. Poor condition, latent b. Proceed with installation of shrubs after removal of all weeds. F CF C AIA-O or samples submitted. C. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. Representative. defects, injuries, and improper size, variety, and shape shall be cause When called for, the pressure relief valve shall be the last assembly. ,� for rejection. Rejected plants shall be removed from the project site ■ E. Manufacturer's warranties shall not relieve liability under the guarantee. Such warranties C. Dimensions from two permanent points of reference(buildings, monuments, sidewalks, immediately. shall only supplement the guarantee. The Owner's Representative may, at his option, curbs, pavement, etc.). Locations shown on as-built drawings shall be kept day to day as D. Brass pipe and fittings shall be assembled using Teflon dope, or equivalent, applied to the B. The Contractor shall be res onsible for control of weeds in all landsca a areas throu h the require a manufacturer's warranty on any product offered for use. the project is being installed. All dimensions noted on drawings shall be 3/8-inch in size. 5. Substitutions for the indicated plant materials will not be permitted unless the p p g male threads only. This is also true of plastic pipe and threaded fittings. final acceptance of the work. Any selective weed control spray or physical weed removal substitute materials are approved in advance by the Landscape Architect and the city. shall be the Contractor's res onsibilit and the Contractor shall re air an dama a "` 2.02 GENERAL PIPING D. Show locations and depths of the following items: Substitutions are made at no additional cost to Owner. Except for authorized p y p Y g - 3.07 LINE CLEARANCE variations,all substitute plant materials shall conform to the requirements of resulting from weed control activity. A. Pressure supply line from point of connection through backflow prevention unit shall be •Point of connection. these specifications. If the accepted substitute materials are of a less value All lines shall have a minimum clearance of 4 inches from each other, and 6 inches from lines of other trades. C. All herbicides shall be applied only by a licensed herbicide application company. No per local code. Pressure supply lines downstream of backflow prevention unit shall be per •Routing of sprinkler pressure lines (dimension maximum 100 feet along routing). than those indicated or specified, the Contract price will be adjusted in the legend. Parallel lines shall not be installed directly over one another. •Sprinkler control valves(buried only). accordance with the provisions of the Contract. herbicides shall be applied without first obtaining written approval from the city inspector. •Routing of control valves. B. Non-pressure lines shall be Class 200 PVC pipe. 3.08 TRENCHING •Other related equipment(as may be directed by the Owner's Representative). D. Tree support materials: 3.06 PLANTING SHALL BE DONE AS FOLLOWS 2.03 PLASTIC PIPE AND FITTINGS A. Dig trenched and support pipe continuously on bottom of ditch. Lay pipe to an even E. Quick coupling valves. 1. Stakes for tree support shall be lodgepole pine free from knots, rot, cross grain A. Planting of Trees grade. Trenching excavation shall follow layout indicated on drawings and as noted. or other defects that would impair strength. Stakes shall be a minimum of 2" Where lines occur under paved area, these dimensions shall be considered below F. Maintain as-built drawings on site at all times. diameter b N A. All pipe shall be extruded of an improved PVC virgin pipe compound featuring high tensile y 10-0 long and pointed at one end. 1. Position plants in plant locations indicated on drawings and secure approval subgrade. strength, high chemical resistance and high impact strength. In terms of the current before excavating pits, making necessary adjustments as indicated. � ASTM Standard D 1769 or D 2241,this compound shall meet the requirements of cell G. Make all changes to reproducible drawings in ink. If necessary, use eradicating fluid when B. Provide minimum cover of 18 inches on all pressure supply lines. redoing drawings. I V W I 2. Ties for holding trees shall be cinch-tie or approved equal. "Cinch-tie manuf. 2. All pits for trees shall be dug square with bottom level, the length of sides classification 12454E for pipe and 13454B for fittings. This compound must have a 2,000 C. Provide minimum cover of 18 inches for all control wires. by V.I.T. Products, 15561 Product Lane, D-4, Huntington Beach, CA 92649. equal to two times the width and equal to the depth of the tree root ball crown, N 4.02 CONTROLLER CHARTS minus 2"for the eventual compacted D.G. mulch layer. Once the tree is O � W T- psi hydrostatic design stress rating. positioned in the pit, the pit shall be backfilled with soil as per the soils' �r� D. Provide minimum cover of 12 inches for non-pressure lines. E. Decomposed Granite:"Adobe Sunset"by Southwest Boulder&Stone, Ph.# analysis report recommendations,thoroughly settled by water application. V � pNj F. All pipe must bear the following markings: Manufacturer's name, nominal pipe size, A. As-built drawings must he approved by the Owner's Representative before charts are (760)342-5522. Submit sample of any alternative material prior to purchase and/or (Refer to planting details and spacing details.) - Q E. Provide minimum cover of 24 inches for all lines under paving. re ared. schedule or class, pressure rating in P.S.I., and NSF(National Sanitation Foundation). p p placement for owners representatives approval. ■s s U) Z Q The manufacturer shall also mark the date of extrusion on the pipe. �i 3.09 BACKFILLING B. Provide one controller chart far each controller supplier), of the maximum size the F. Lawn from Sod: Tiff Green Hybrid Bermuda. Submittal for type and groaner required for 3. Prepare depressed water basin as wide as plant rootballs at each plant. Water .n - W Z C. Solvent cement joints for plastic pipe and fittings shall be made as prescribed by the controller door will allow, showing the area covered by the automatic controller. The chart Architect's approval. thoroughly, backfilling any voids with additional soil. 0 f�rr manufacturer. The high chemical resistance of the pipe and fitting compounds specified A. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger is to be a reduced drawing of the actual as-built system. However, in the event the 0 LL in the foregoing sections makes it mandatory that an aggressive primer, which is a true that 1/2-inch in size. Backfill material shall be approved soil. controller sequence is not legible when the drawing is reduced, it shall be enlarged to a G. Header board/Mowstrip: See details. n solvent for PVC, be used in conjunction with a solvent cement designed for the fit of the size that will be readable when reduced. The chart shall be a blackline print and a different B. Planting Vines and Shrubs `"' I m Q I d pipe and the fittings of each size range specified. B. Backfill material shall be tamped in 4-inch layers, under the pipe and uniformly on both color shall be used to show the area of coverage for each station. H. Herbicides: a� to U t sides for the full width of the trench and the full length of the pipe. Materials shall be 1. Vine and shrubs shall be planted in pits two(2)times the diameter of the rootball N D. Each i e installer ex ected to make solvent joints shall receive instructions in the ro er sufficiently damp to permit thorough compaction under and on each side of pipe,to C. When completed and approved, the chart shall be hermetically sealed between two pieces 1. Herbicides used must com I with all a licable State and Federal laws and be and equal to the depth of the root ball, minus 2"for the eventual compacted D.G. w p�P p 1 p p p Y pp� � a7 W assembly of such joints from the representative of either pipe,cement,or fitting provide support free of voids. Backfill for trenching shall be compacted to dry density of plastic, each piece being a minimum 20 mils.thick. The chart shall be mounted using registered with the U.S. Environmental Protection Agency. Submit the following layer. When the plant has been properly set, the pit shall be backfilled to the CC pp Z manufacturer before starting the job, unless he has been previously instructed on equal to the adjacent undisturbed soil, and shall conform to adjacent grades without dips, Velcro or approved equal type of tape. product types for approval: required grade with soil as per the soils analysis report recommendations and r - sunken areas, hums or other irre ularities. Under no circumstances shall truck wheels thoroughly settled by watering. All vines Shall be removed from stakes, untied, and Q recommended solvent cementing procedures by a competent representative of the p g (a) Post-emergence Type. securely fastened in an approved manner Ito the wall, fence or other surface next to (n <r manufacturer. be used for compacting soil. D. These charts must be completed and approved prior to final inspection of the irrigation which they are planted. (Refer to planting details) - system. E. All fittings shall be standard weight schedule 40. At the purchaser's discretion, contract C. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. preference may be given those suppliers able to furnish all types of fittings required under 4.03 OPERATION AND MAINTENANCE MANUALS this contract from a single manufacturer, in order that responsibility will not be divided in 3.10 PVC PIPE PART 3-FxFrUTIQN 2. Prepare a depressed water basin as wide as plant root balls at each plant. Water warranty claim situations. A. Prepare and deliver to the Owner's Representative within ten days by calendar prior to thoroughly, backfilling any voids with additional prepared soil. A. PVC pipe shall be sna ed in a manner which will provide for expansion and contraction as completion of construction, all required and necessary descriptive material in complete 3.01 GENERAL PREPARATION M F. All fittings shall be injection molded of an improved PVC fittings compound featuring high recommended by the Oipe manufacturer installed label up. detail and sufficient quantity, properly prepared in individual bound copies of the operation C. Trees and Vines Occurring in Lawn tensile strength, high chemical resistance, and high impact strength. In terms of the and maintenance manual. The manual shall describe the material installed and shall be in current ASTM Standard D-1784-69, the compound must meet the requirements described B. All plastic to metal joints shall be made with plastic male adaptors, unless otherwise sufficient detail to permit the operating personnel to understand, o erate, and maintain all A. Commence work pl directed by the Owner's Representative and conduct operations p continual) to coin letion unless weather conditions are unfavorable. All work shall 1. Trees and vines occurring in lawn shall be planted before final preparation of in cell classification 13454B. Where threads are required in plastic fittings, these shall be shown in details. equipment. Spare parts lists and related manufacturer information shall be included for y p those areas. injection molded also. All tees and ells shall be side gated. each equipment item installed. Each complete, bound manual shall include the following conform to high standards of practice within the trade. C. The joints shall be allowed to set at least twenty-four(24)hours before pressure is applied information: G. Apply primer and solvent on all pipe sizes and fittings. Primer solvent on both female and to the PVC pipe system. B. Clean up and remove from planting areas all existing plant material not removed under the 2. Lawn around trees shall be installed no closer to the tree trunk than 8 and male ends. 1. Index sheet stating Contractor's address and telephone number, duration of general site construction contract, including roots and any accumulated debris and shall be maintained at this distance. D. Main lines shall be tested in place before backfilling for a period of not less than four(4) guarantee period, list of equipment with names and addresses of local rubbish before commencing work. Legally dispose of such materials off the site. H. All fittings shall bear the company's name or trademark, material designation,size hours and shall shown no leakage or loss of pressure. During the test period, minimum manufacturer representatives. 3.07 TURF GRASS SOD applicable I.P.S. schedule, and NSF seal of approval. test pressure, at the highest point of the section being tested,shall be 150 pounds per C. Underground Obstructions to Planting: square inch. Center filling of pipe lengths is allowed. 2. Complete operating and maintenance instructions on all major equipment. A. Roll subgrade when soil is reasonably dry, using a 125 pound water ballast roller. If rolling I. All threaded nipples shall be standard weight Schedule 80,with molded threads. 1. If underground utilities, construction or solid rock ledges are encountered, other will not firm the sod bed underneath, it shall be permitted to settle until the Owner's - E. After all new sprinkler piping and risers are in place and connected,all necessary work B. In addition to the above maintenance manuals, provide the maintenance personnel with locations for planting may be selected by the Owner's Representative. Damage Representative determines a satisfactory condition has developed. Re-rake or scarify all W 2.04 PVC CONDUIT/SLEEVING has been completed and prior to the installation of sprinkler heads, control valves shall instructions for major equipment and show written evidence to the Owner's to utility lines shall be repaired at the Contractor's expense at no additional cost irregularities and cut or fill as required to establish uniform grade. Roll area again to obtain t opened and a full head of water used to flush out the system for a minimum of five(5) Representative at the conclusion of the project that this service has been rendered. to the Owner or Tenant. Note on-site S.C. Edison easement. a uniform grade. Areas to be planted to lawn, shall be finished smooth, satisfactory to the z Pipe that is used for control wires sleeving shall be PVC conduit Schedule 40: Type 1220. All wires under minutes. Owner's Representative before any sod is placed. D. Storage: Store plants and materials on the project site, and ensure that they are paving shall be installed in PVC conduit, or sleeves as indicated in details and Legend. F. At the conclusion of a system flushing, the heads shall be installed and tested for PART 5-- -GUARANTEES protected from damage by sun, rain, wind, theft,vandalism, and construction work. Water B. Sod is to be freshly cut and placed in sections not smaller than one square foot. Stagger O operation in accordance with design requirements under normal operating pressure. plants regularly. the joints between rolls. Sift soil (use soil waste that has fallen off sod) into all joints to fill 2.05 BRASS PIPE AND FITTINGS (if required) Contractor shall verify head pressures with pitot tube and adjust valve to correspond with A. The entire sprinkler system shall be unconditionally guaranteed by Contractor r to any voids created. Roll sod with lightly weighted roller after completion of all sodding design pressure. material and workmanship, including settling of backfilled areas below grade for a period of A. Brass pipe shall be 80%red brass,American National Standard Institute(ANSI), one (1)year following the date of final acceptance of the work. Owner may exercise 3.02 INSPECTION OF WORK IN PROGRESS operations. Q Schedule 40 screwed pipe. Fittings shall be medium brass, screwed 125 pound class. 3.11 INSTALLATION OF RING-TITS PVC PIPE option to withhold part of final payment until the one year prod uct/workmanship guarantee C. The lawn edges shall be maintained in a neat condition until acceptance of the work. has elapsed from date of final acceptance. A. Installations and operations in progress must be approved at various stages by F - inspection by city personnel. 2.06 BACKFLOW PREV_NTION UNIT: A. Except as may be noted in other parts of the Specifications or on the drawings, D. Sufficient measures shall be taken to the Contractor to ensure the lawns against damage B. If within one year from the date of completion, settlement occurs, and adjustments in installation of Ring-Tice pipe and connecting fittings shall be outlined in manual as pipes, valves and s rinkler heads or avin is necessar to brin the s stem or avin to resulting from pedestrian traffic. If any type of barrier is used, it must meet with the U Provided by CVWD. furnished by pipe manufacturer,or as set forth b the Johns-Mansville Com an Manual p p g Y g Y p g B. p no event shall the Contractor proceed from one state to another of the work, without Y p y the proper level of the permanent grades, contractor, as part of the work under his prior approval of the Owner's authorized Representative and City inspector. approval of the Owner s Representative. Any damage to the lawns shall be repaired by � � f #772-62A. This shall include, but not be limited to,the installation of the pipe at the proper the Contractor before acceptance will be made. 2.07 QUICK COUPLING VALVES depth and the correct location of concrete thrust blocks of adequate sizes. Contractor contract, shall make all adjustments without extra cost to Owner, including the restoration of all damaged planting, paving or other improvements of any kind. Should any difficulties C. The Contractor must notify the City for inspections of the following stages of work: U. shall make available the services of the manufacturer's representative at the start of the E. Repair: When any portion of the sod area becomes discolored, waterlogged, or otherwise develop within the specified guarantee period which Owner feels may be due to inferior � � A. The boo of the valve shall be red brass with a wall thickness uaranteed to withstand installation and during construction. damaged or unhealthy following sodding within the period of Contractor's responsibility, _ Y 9 material and/or workmanship, these difficulties shall be immediately corrected by 1. sleeving/Grading the affected onion shall be re aired to re-establish the condition and rode of the soil normal working pressure of 150 pounds per square inch without leakage. Valve shall have Contractor to the satisfaction of Owner at no additional cost to Owner, within 48 hours of p p g a 3/4-inch female threaded o enin at base. B. Each line shall be tested at a pressure 50 PSI greater than the manufacturer's (a) Sleeve diameter,type,depth and location prior to installation and shall then be replanted as originally specified at no cost to the p 9 written notice, including any and all other damage caused by such defects. Failure of O recommended working pressure for a period of four(4) hours,with the couplings and Contractor to respond in a timely manner to repair damaged conditions, shall prompt owner (b) Soil surface drainage, elevations and trash(including weeds&rubble) Owner. B. Hinge cover shall be red brass with a rubber-like vinyl cover bonded to it in such a manner connections exposed and with the center of pipe section sufficiently supported and filled to repair same and deduct costs of labor, material and equipment used from Contractor's w that it becomes a permanent-type cover, yellow in color. Hinge shall be locking type. to hold pipe in place. final payment. 2. Hardscape/Boulders-Cobble 3.08 STAKING (See Staking Details) (a) Sidewalk and wall layout C. Quick couplers shall be installed as indicated on Plan and Details. 3.12 SPRINKLERS C. The Owner reserves the privilege of making any emergency repair without relieving (h) Utilities location A. Stakes shall be driven into the ground in such a way as to minimize damage to the Contractor's warranty obligations. rootball of the tree, and shall be placed so that the tree will blow away from the stakes, 2.08 AUTOMATIC CONTROL VALVES, ELECTRICAL A. All nozzles on sprinklers shall be tightened after installation. All sprinklers having an (c) Boulder type, size,weight and placement except where such placement will be subject to damage by parked cars. V J adjustment stem shall be adjusted on a lateral line for the proper radius, diameter and/or D. Written guarantee shall be supplied in the completion of the project, showing date of A. Valve shall be er le end. gallonage per approval of the Owner's Representative. com letion. 3. Irrigation System Roughnd p g p (a) Trench depth and location B. Form loops around trunk with ties, and securely attach to stake(s). Attach loose enough B. S rinkler heads and risers shall be installed accordin to details for final a roval. so that tree can sway slightly in the wind. (Refer to Detail) � B. Valve shall be capable of being operated in the field without electricity at the controller, by P g pp END OF SECTION (b) Pipe size and class a bleeding valve. C. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case PLANTING (c) Pressure test(125P psi for 6 hours) 3.09 PRUNING z C. Valve shall be completely serviceable in the field without removing valve body from the shall the spacing exceed the maximum recommendation by the manufacturer. line. 4. Plant Material itrees&shrubs) Dead or broken branches ma be removed b contractor,followin ISA ractices. c f 3.13 VALVES PART 1 -GENERAL (a) Condition Y Y g p � - D. Valve shall be installed in a shrub area whenever possible and installed according to h T e RECEIVE C construction detail. A. Remote control valves shall be adjusted in order that a uniform distribution of water is 1.01 ( ) Yp 3.10 CLEAN-UP a lied b the s rinkler heads to the lantin areas for each individual valve s stem. (c) Placement nn�� Q pp Y p p g y A. Refer to standard contract documents for non-technical contractual A. During the course of the work and at its conclusion, remove surface material from the site Xt 1 8 ZQP� 2.09 SHUT-OFF VALVES 5. Ground Cover(decomposed granite) r B. Quick coupling valves shall be set approximately 12"from walks, curbs, header boards, or requirements and conditions. and leave the premises in a neat and clean condition. .� p g �,, Approved shut off valves shall be Nibco T 585-70 full port bronze ball valve. Size and location shall be paved areas where designed. Refer to installation detail. Place quick couplers in valve B. Installer's Qualifications: Landscaping Work shall be performed by a single firm (a) Type ��yMyoLRK3 � boxes. specializing in commercial landscaping and shall have a valid current C-27 B. Remove all to s, labels, nurser stakes and ties from all lants. i as indicated on Plan. contractor license with minimum 5 years documented experience. (b) Depth and spacing g y p J 2.10 VALVE BOXES 3.14 VALVE BOXES (c) Compaction 1.02 SCOPE 3.11 PROTECTION 6. Final All remote control valves,gate valves, subsurface pressure regulators, and pressure relief valves shall be A. Valve boxes shall be set one inch(1") above the designated finish grade in lawn areas and Contractor shall carefully and continuously protect all areas included in the Contract, including plant installed in suitable valve boxes as shown in details,complete with locking covers. All shall be'Carson three inches(3")above finish grade in ground cover areas. A. Work included: All labor and materials, appliances, tools, equipment, facilities, (a) Irrigation: materials,fences,supports, public safety, etc., until final acceptance of the work by the Owner's #1419',or an approved equal. Tan in color. Install tags. transportation, and services necessary for and incidental to performing all operations in i.Valves, boxes and wiring Representative. B. Valve boxes installed near walks, curbs, header boards,and avin shall not abut those connection with furnishing, delivery, and installation of"Landscaping", complete, as p g ii.Controller operation and schedule 2.11 AUTOMATIC CONTROLLER items. Top surfaces shall be flush with, and perpendicular to, items listed above. shown on the drawings and/or specified herein. Work includes, but is not limited to the iii.S rinkler, bubbler and/or dri emitter t e, flow rate and n following: p p yp 3.12 MAINTENANCE A. The Automatic S rinkler Controller shall be as noted in the le end. C. Valve boxes shall be installed in shrub planters, not in turf areas whenever possible, quantity per plant f p g unless otherwise a roved. 1. Provide the fine grading in all areas to be planted. pp iv.Overall operation A. Maintenance operations shall begin immediately after each plant is planted and shall be n ! B. All wirin to and from the controller shall be throu h color-coded lu s and sockets. The v.As built continued satisfactorily for a period of 90 days after the time all items of work have been / \ g g p g 2. Furnish and apply weed control to all planting areas. controller shall be locking,weather-proof type, constructed of heavy gauge stainless 3.15 AUTOMATIC CONTROLLER LOCATION AND INSTALLATION completed as specified herein and to the satisfaction of the Owners Representative. steel (b) Tree staking A. The automatic controller shall be installed at the approximate location shown on the Plan, 3. Preparation of soil and back fill mix per soils analysis recommendations. (c) Overall B. During the maintenance period specified in paragraph A. above, all plants and planted unless otherwise instructed by the Owner's Representative. areas shall be kept watered at all times;weeds shall be removed and disposed of;basins /� 2.12 ELECTRICAL, HIGH VOLTAGE 4. Furnish and install all plant materials. and depressions shall be maintained and cultivated and kept well formed around trees and / \ B. All local and other applicable codes shall take precedence in connecting the 100 volt 3.03 FINE GRADING shrubs;paper and debris shall be regularly removed from planters;and water system shall ` A. Power to and connection to the automatic controller shall be provided by the Owner. 5. Stake trees. be maintained and re aired;rodents shall be controlled;and the entire ro ect shall be so /� electrical service to the controller. Owner shall provide power to controller. Irrigation p p 1 / \ Contractor shall complete hook-up to controller. A. The Contractor shall import top soil as required to meet finish grades. The cared for that a neat and clean condition is presented at all times. Keep walks and curbs � B. All electrical equipment outside of buildings shall be Nema 3 type,waterproof for such 6. Furnish and install sodded lawn. Contractor's bid shall indicate the total in lace cost of re uired im ort. No additional swe t clean. Le all dis ose of excess materials includin a er and debris in lanted installation. p q p p g Y p g p p p /� C. There shall be adequate coverage of earth(18"minimum) over the 24-volt control wire. charges will be allowed. areas. � \ Bundle and tape wires at 15'O.C.and install adjacent to mainline. 7. Furnish and install redwood header board. C. All high voltage work shall be installed under this section. Refer to Wiring, Low Voltage for B. The soil shall not be worked when moisture content is so great that excessive compaction C. Maintain a sufficient number of men and adequate equipment to perform the maintenance additional information. 3.16 CONTROL WIRE 8. Furnish and apply bark mulch. will occur, nor when it is so dry that dust will form,or clods not readily break up. work herein specified from the time of planting until completion of the maintenance period and acceptance by the Owner. ■ � � 2.13 WIRING, LOW VOLTAGE A. All electrical equipment and wiring shall comply with local and state codes and be installed 9• Maintenance of all plantings until end of maintenance period and acceptance. C. The Contractor shall be responsible for dust control in areas within the scope of this by those skilled and licensed in the trade. contract. D. If required per the soils'analysis report, an application of fertilizer shall be made to all KSM A. Connections between the controller and remote control valves shall be made with direct 10. Guarantee of materials and workmanship. landscape areas just prior to the completion of the maintenance period. burial AWG-UF type wire, installed in accordance with valve manufacturer's B. Connecting and splicing of wire at the valves or in the field shall be made using Rain Bird D. Rip in two directions to the depth of 12"on all areas upon which fill will be placed. specifications. Wire color: black or color coded for control, white for ground. Pen-Tite connectors or approved equal. B. Related work specified under other contracts (copies available from the Owner). ■ E. Rough grade requirements shall allow for soil amendments. Coordinate with General E. A written notice requesting apre-maintenance inspection shall be received by the Owner's '� B. Sizing of wire shall be according to manufacturer recommendations, in no case less than C. Three(3')feet long Pig Tail wire splices shall be allowed only at 1500 ft. intervals. The wire 1. Concrete sidewalks and curbs. Contractor. Representative at least 5 days to completion of the project. #14 in size, taped at 15 intervals. splices shall be enclosed in an RCV Box with cover stenciled 'Wire splice'in yellow. F. Bring to the attention of the Owner's authorized Representative all soil in planting areas F. A written notice re uestin final ins ection shall be received b the Owner's J RC a 2. Asphalt paving. q 9 P Y "' 2.14 SMALL SHRUBBERY SPRINKLER HEADS that contain any deleterious substances such as oil, plaster concrete, gasoline, paints, Representative at least 5 days prior to completion of maintenance period. D. Install one (1)extra control wire from controller to each valve location. ■ s 3. Rough grading. solvents, etc.. Upon the approval of the Owner s authorized Representative, remove and See irri ation Ian le end for manufacturer and model numbers. 9 p 9 dispose of all above mentioned soil to the level of dryness in the affected areas. The G. The Contractor shall make a eriodic ins ection of lant materials until the end of the These plans have been reviewed by the Coachella Valley Water 3 3.17 BACKFLOW PREVENTION UNITS affected soil shall be replaced with native soil. If the Contractor fails to notify Owner's arantee ant eriod. !f un avorable conditions exist which m' ht be harmful to the District in accordance with Water code Title 7, Division 1, Cha ter 3, i 4. Electrical. p 7/17/06 � PART 3-EXECUTION authorized Representative of the above-mentioned soil,the Contractor shall be guaranteed plant, the Contractor shall notify the Owner in writing of the condition, or he Article 10.8 Section 65597 et seq. requiring landscape and irrigation N Device shall be installed by CVWD. responsible for any damage to installed plants caused by such substances. ma be held res onsible under the uarantee. N C. Verification of Plant Quantities: Quantities given for plant materials are shown for Y p g design in cooperation with the local governing agency (City or N 3.01 GENERAL convenience only. The Contractor shall provide all plants shown on the plans. G. If an area to be landsca ed is not acce table to the Contractor, he shall noti the County). p p fY H. Pre-maintenance inspection and final inspections are to be held with the understanding 3.18 FLUSHING THE SYSTEM Owner's Re resentative. A. Materials shall be of first quality and of domestic manufacturer unless otherwise noted. PART 2-MATERIALS p that the project has been reviewed by the principals of the responsible Contractor in s o After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has H. Finish grade all planting areas to a smooth and even conditions, making certain that no advance of the review by the Owner's Representative and/or Owner. Discrepancies noted Approval of this drawing by CVWD Staff does not constitute approval N/A B. Coordinate the installation of all sprinkler materials, including pipe, with the landscape during this advance review are to be corrected before the project receives these official to encroach into district and USBR Rights-of-Way. Trees, plants, been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full water pockets or irregularities remain. Remove and dispose of all foreign materials, clods I `° drawings, to avoid interfering with the trees, shrubs,or other planting. 2.01 MATERIALS inspections. walls and ermanent structures of an kind ma not be lanted or ■: C N head of water used to flush out the system for a minimum of 5 minutes. Sprinkler heads shall be installed and rocks over one inch in diameter within six inches of the surface so that,after p y y p onl after flushin of the s stem has been accom lished to the coin lete satisfaction of the Owner's conditions and plantin , the finish rade in shrub and in roundcover areas is 3"below the installed in CVWD and USBR easements or right-of-way without first n C. For purposed of legibility, sprinkler lines are essentially diagrammatic. Although size and Y g Y p p If requested, samples of soils additives and plants shall be submitted for inspection and stored on the site to of all curbs and 1"below the to of all walks. g 1. The Landscape Contractor shall refer to the Landscape Maintenance Manual for further 1 Representative. p p obtainin an encroachment ermit from CVWD. a location of sprinkler equipment are drawn to scale whenever possible, make use of all data until furnishing of materials is completed. Delivery may begin upon approval of samples, or as directed by maintenance requirements(if applicable). g p 0264 in all of the contract documents and verify this information at construction site. the Owner's Representative. A copy of delivery slips on all materials used on project shall be forwarded to N 3.19 ADJUSTING THE SYSTEM the Owner's Representative. Substitutions in any material will not be permitted unless specifically approved 1. Omit rototilling on slopes 2 to 1 or greater in ratio. Instead, lightly hand scarify the soil. 1 E D. All work called for on the drawings by notes shall be furnished and installed whether or not in writing by the Owner's Representative. Refer to Drawings for sloped areas, if any. -f. , � specifically mentioned in the specifications. A. Adjust the valves and alignment and coverage of all sprinkler heads. If it Is determined r Z that adjustments in the irrigation equipment or nozzle changes will provide proper and A. Soil Analysis and Amendment Recommendations: J. Patch all areas having damage from erosion and so related earth moving to create a Date Water Management Supervisor i # '` more adequate coverage, make all necessary changes or make arrangements with the smooth and regular surface for planting. Final grade to be approved by Owner's � a 1. Contractor shall obtain a soils analysis report from samples takes from the site following Re resentative. manufacturer to have adjustments made, prior to any planting. These ch&Ws or rough grade. Samples shall be taken at 6", 12"and 18"depths from several locations. p t,< adjustments shall be made without additional cost to the Owner. Development Service Sup. 'isor CD 2. Soil analysis shall be prepared by an independent laboratory such as Soils and Plant O F B. The entire system shall be operating properly before any planting operations Commence. Laboratory, Inc., 412 S. Lyon, Santa Ana,CA(714)558-8333 or approved equal. 42 OF 42 SHTS. t L n __ ¢� \ / "_