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HomeMy WebLinkAbout5203H-1730 SPECIFICATIONS No. 115 SHEET No. 7 �� � OF 12 - 8 �l DIAM. PRECAST CONCRETE PIPE o C)oos' �l SEC.- FIRST NATL . BAN "` " CO c SEC. FIRST NATL . BANK OF L 5 AN. tLES CALTANA CORP ,:xOF LOS ANGELES a :,� \ F-p `- (H era�_ges O o o O � 2 Q �_ C O �_ 211)01776 51L .>1.-{5 21E-11- Cc C/nl roved r 'J'!l3!Id vrlG 1 ✓' A1,„” L ✓- I_' r-r7! ` C 0 �. l- n . W ± 1�t41 T OF4;G, OF L1•'AV �� O / o O - �� f � ��� Q °- -- -- O P ��'- LIMIT OF RIGHT OF WAY (/ 1 '---.A----- r / - -- -- -- -- - -- -- - (I) c e Hot/'11,$5 -i"GI 01•0:19°25 C. ,,\ '' i .. _, �, .. ✓ . / . , . . . LIMIT or - F WAYo c V ... • 7 -•, f/ ,, c,IN,/..'' / 1iI 'Y.,' ,. r Q, , , hi-) F/ • :/c; ,, I : ' ; m C r'CO I c o� a m Cr) C -- - - - - ---- �:..� 0 _ fi X - .7 c o LV a 4 . - :. ,�'' � ,p Std X67+4.�. H1 ��. l� C - � - " ✓ • ov `., L < T l Op O pl�,e S / \ �a� B / 4 -� �� N -- - - Y - - - - - - - - - -- -- -- -- - - - -- -- -- -- -- - A �� LI ' �F h'f NT• 4 ‘‘.•• \_,__I 0 n 0 / / / • A — LIMIT OF RIGHT OF WAY Q o Go l I , F Ul- , l �VAY NN \ ,\ \\, N ,,,,ID \\,') Kk j 0 C- a I-1 0 n\\Cl/ / / t.-/ , -- 7 4 \Sr. -V F I✓ IIP -, ro C N //I " � ST i„I : I lv, , , 7 oC s i N A Corr /x017 SI7PLl C'nG/'�>`2 floors �,9 Grapes Sou. C�ll - Te p/lc _ �1, CI,1_ I �� ) o • / * 20 � clearance ��� �_ y (Mdy be destroyed within limits of R/W) i o� (o � �� ` �'e F3 4/l �. 3 sorties ✓ \ a 560+41, .54 S�f cone_ mon 1'oec` _ C. B. HUMPIIREVILLE I OBJ �') PLAN - C4LE .T \ • , ” 0 Liz a'O • • rb - I Y Z ---- -- -- - - - Schedule 4P — - - - T W " ! Cradle stip/nor/ 120° - l20° W �- --- -- - - - Crade support 100 thickness of pi,ce she// l3t Cradle support /00 thickness of shell /3' I-1.-4L,JhriaCkin/e6:.571Ppl/A7rie ------ ---Y --- Cradle support /00°- thickness ofpipe shell l3 ' - . ` W - Thickness ofpipe she,/ l3 ` ( ;or far Joints - shelll3 / k - - ____ _ 4 .moi 9 perPP =� , Cay P r nforce t H Total area of transverse steel 1n square incheslinear foaf of pipe _ oil cL'- -� oil m� 1 al/ oL - ----- - -- - - - ---- ---- ----- ---- - -- - - -- - - - - -- - 1.90 - - - - - - - - - - - - - - ---- --- ----- X00 I 2.10 - — > �� — 2 0 -- t 10 - - -- - C 2' �J � c ;5 -d; ��t11;9 .vv l� , T ' , I CO � I lV N iO `-0 O� c- ��{ + + MAXlt1UM HYDRAULIC GRADIENT Q' Q Cr) •Lo 1 El 1153. ¢7 �- �� r C T • El. 1154 .5 o o� � - 50 I W Fo�, 0 J SO I _ 0 Q 4,, 4 - _ - ` � � lI f� (u S - - C� C 5 cl ° Z s of rc p G�oun,� 7rf,�c ' 10� 0 1 �I - l '34 - - — • — � - Z r and face f' GSurface c S .00. t7O �>` D � I I . 'hc 11� SC,/'"'(i '_,`fid, (!�' I✓f•, 5/, �, c]C�C'C� S�_/](JI 'ISI �!<� Lf'1s /�� a A v - - z 00 -- -- - _ — _ o a -- -- -- --,—"1 ' //CO j • S= . 00780 �f 0 277-:, iir0 J . L_ w W J ` r — — 1 � ' �)II m m m m For dela: design of pipe see drwv . No. 8-2426: STATIONS I �� T✓irloN� PROFILE _ PP 9 THE METROPOLITAN WATER DISTRICT • FIELD BOOKS NOTES OF SOUTHERN CALIFORNIA HYDRAULIC PROPERTIES Construction A /ignme,- t 4-2 Stationing applies to invert of pipe. ,& COLORADO RIVER AQUEDUCT 1 126.01 n = .0/2 4� 8 ' '� DISTRIBUTION SYSTEM onsf��,cl ,o � �rarla� V .5 93 r - 3. 17 25 t- c fire Lccat, ons 4,5 FONTANA TO CUCAMONGA�WASH - i /toms - encs and i ,es 411 ia, q - 750 5 - C. (00050 , ,'1;, enrol-Ile 4 -10 Area of transverse steel per linear foot or pipe c m� STA. 954 50 TO STA. -976 t�JO applies to longer arcs of curves. PLAN AND PROFILE\ r ' col,- Contractor sial/ remove only those trees ,1, -, 121- 5 " DIAM. PRECAST CONCRETE PIPE - l shown doffed on plan. 3, a DRAWN =c ,;_->E&CI__. i The District will move all poles shown thus G. , a' TPAceD-_ Bates__ REc0MMENDED__ _ P ___ a, CHECKED 9/Z ._,j�, ,}_ __APPROVED -- I Revise 28 36 I-) show �e !i ne as constructed, LOS ANGELES, JULY {5, 93 H- t 7.30 P1, . SZo3 — X73 a ,