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HomeMy WebLinkAbout5203H-1729 SPECIFICATIONS No. 115 SHEET No. 6 , / ,b r>c i O �, ad 0 P� 2 o 1\ <_), 0 6s4,(C/' 5 / �� t,,/ Property Line I) ���� ��� � � 0" Cont. Water- \\G" Y ) 0 5 � /\ � N CAL TANA CORPORATION LTD / Cry SECURITY- FIRST NATIONAL SANK OF LOS ANGELES C 0 0 0v N� - o Q a ,- 2N I � " / MIKE DOUGHERTY O a Q Des "� *A., - �� l� - �� Fuca` ptus W�ndbredk Gra r '- \ ¢ OF 12 � 8 " PRECAST CONCRETE PIPE o c Q 0 O ' y �' LIMIT OF RIGHT OF WAY... r -- ` - - — _ _ - - -- -- - -- - - --- — � - - -- -- -- -- - - -- - -- -- ; _ 0 � - -- - - - LIMIT OF RIGHT OF WAY r• 4 ___. . 41_ . : / / .. , / / \ . , - _ , , . . , , A -: :-.. (-,--- ,. o \ •• .. . • I / t / ?) � •. • / r 4 . 71, / ' - r) ( C° ' -, - „7") g"-: t n 5 0 -7 , . , \ . <"�� ,Pc . r tis T C', , ' A J V._, ,. I° : n/l . o r �� LIMIT OF RIGHT OF WAY Vv cy. r . C Z, 0 0 J � Q © a O y b1 0 w LIMIT OF R/GHT OF WAY J X�� �/ ultv3ted ,-,nol ., t - is I_!owe �'l :i for C9 1- Conti . � � / C G) e 0 o < j V \ 'V Ci ; / Q 0 SECURITY-FIRST NATIONAL BANK �� Q �a 6raHes •A L� Walnuts . 6 , Wipes ��, c" " D vvi` P� t�-� �r M/ dN/E Mf �� .' r8'I' Unimproved Land �Q P a v ,tend D,Cmes 1,,V 1ter (2 a/ �C �� CJ Q "'" v ti OF LOS ANGELES �� '��'� J w �Q / \4� _., r, f. / .� ( ��� r.% ,( �� .�, ��i, Oranges / � � L � , �s F S /1 �N o . () ANGLO - CALIFORNIA e� � ' • C,°s s 2 u ' oQ _��; C�/ Ny' 02 �� O, SECURITY FIRST NAT/ONAL (SANK OF LOS ANGELES J0� /' Qui �� do 9( c�� �� �� (o �' \� >c c,, 0° i NATIONAL BANK 6s Q / P' / s of 0 //\ PLAN • SCALE Cr FEET 'r- 0 40 -3 / o �1 N en \bs O5b m 011 I. � ZY44 Z w ; Schedule 4P +s. vWj j - - - - - - <' C , , aeuofnrc me[ _ aye reinforcement Cradle s r[ ort i00 ° t ` Ic, ,„ ,, , .. ' r ,,F 6. `_tlI 13 " �� � r0 - H ; -. � .,� p,o pipe ' - - - - - 0 - - - - - - , _Y .se tt i c t 180 C, adle support 100 ° , th ckness o� Dirt shell 13 Cradle sup o t 100 thickness of shell l3 ' - �--E - - - '��� - ', Su,•,� � , I�'C� - - - - -- - Crake � -. _- . ki O I C „ _, + 0 ; l 3; O1 t; a; , S : t. S mel , 17 Sy7 .3, e l,� , De i l!r 3; -[oft of p,�7" I „ - - - �- - — - - - - - - - b � „ > E 250 ° I - - 2F �u - �. �0 ef��is see d�a� in wo X082 2.30 2. .0 0 �_ 1 , MAXIMUM HYDRAULIC GRADIENT S .� " El. 1154. 5 Q F-r ;1 y 6 El. 1155Gt.-- 1150 1150 � �� I 1150 X150 O I a; I /I! e j �' l U L -- O � ' ) `i. c0 v �I L, � ' N- f O ti + r,. - -� -4= Q,1 0 L. c,� 00 O 0 -� ra 0 t ',i � -) + . ,0 S + - Li.- -m 'Ic O ,7 O m Vi o I(Th 1 F Iv I m CN CO ) Ground Surface. T (-0 v,',�<UI,&V`C// Ky- -- — - II I __ Il 0 C /A\ � v T /. :Ground Sur ace 0 1100 c ... 5 = OO7h0 �c, �� w•, Jti, y, >onds and 9 duels 1 Fv n - - - - �+ Q ' /4 � 00410 W - 1')1 O O OO • • - L mW � 1 ei rn 1050 , "Sc +/ y, -, Li 1050 m ( m m 1050, c.1 cm For detail design of pipe see drwq. Nab' 24261 a ' Ln LO t 1 'St � I 1- vrTh �ni CV CO ! �! THE METROPOLITAN WATER DISTRICT 0-- C"), �� 0� — � ' --� --- - - --- - - _- - -- � - --- Q . PRO FI L E --- STATIONS ---- ---� . - SOUTHERN CALIFORNIA STATI0N5 �� COLORADO RIVER AQUEDUCT NOTES : DISTRIBUTION SYSTEM :- FONTANA TO CUCAMONGA WASH St�ationmg applies to rn � ert of pipe. -i HYDRAULIC PROPERTIES ` �I, • 00 5 -' A = 126.0/ n = .0/Z � T, �r �i;/ , 2 I " STA_ 933 + 00 TO STA 954 +50 V = 5- 95 r = 3. 17 COrst uc e ', GI � IPs Area of transverse steel pct- linear foot ofp,pe i ;) s'' PLAN AND PROFILE Q = 750 S = 00060 94/ u( terms I n-r; r ". 4 5 applies ro longer arcs of curves. � 2'- g' D/AM PRECAST COf 'CRSTE PIPE ?llr .r)e[715 cord nes 4-/I Contractor shall remove only those trees T)' _ 'i, , _ ' :-Ofilc. 4 -l(„i' shown dottEo a)I - DRAWN _Iicl l_.!(: L- I -___ --- - - - -T TRACED - jw.E RECOMMENDED 6R _ .___,_ SII CHECKED i_'_:.U,> --APPROVED _ -- _ s ,-el;_'__--_� II LOS ANGELES JULY 9,/9.75 H-172. 9 52.43 - /72y -