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HomeMy WebLinkAbout5203H-1735 .JET•: 71 CATION', a 115 SHEET No. 12 L- 2,039,040 $ ' - _-I t I 1 I I i 1 1 I I , 1 GEORGE Al. BRESL/N ET AL II-16O-I h I 1 I I I II I, I ° HYDRAULIC PROPERTIES II 1 , ' 1 .30'I - t I-3 O �' I I I I , I I 11 A - /26. 0/ n - .0/2 I , 1 • fit war/c/a DomeslicWo/erGo., Z"/.P. I v I V - 3 . 95 /•- 3• /7 PLAN I II I �1 • ANDREA CUCC/A t II I I 1 �M I I Q - 750. S - . 00050 SG,- E , FEET 17 I Co/umGrra Priva/e Line 8"Cant. I 0 1 a 1I ,r I I 1 7 I 0 ~ 40 80 � �y1 �� I Q1 \ I v 1 I Q I i 01 __ • , Set cont. mon. 2 '� \ �� �I I o I41 1 Q i• o 1 Gropes 4 i i � '� Q , 1 Q1 0 .. /- Sic. /080448. 7/,,, \ \II 1,1. 1 e I I II O I o Grapes a = 0° 15/ Sl" L. \ II I I 1 °� 1 I I Tf' OF /2 - 8 PRECAST conicRErE PIPE F. B. 4-11„a 7• , I N I �� 1 � 1 I h I I I I p L/M/T OF R/GHT of /NAY- 2-OPEN D JOINTS _ I I - L /M/ T OF RIGHT OF WAY -, I p I L /M/ T of R/GHT OF L✓AY , I O kI III II II I .I -- -- -- I I / , , I o 1 I' I I •I L- 2038,880 I 1 • • L- 2,038,880 ° O I • o. . 1 I / I I h O * �, ",` 0 I I co al 0 I \9 h V' 'h I I N O / CO IN I I V\ h N in N .. I N n n r\ n \D \o \0 9 I • 0 0l of IITI �, ° o ° — �. o I 1 0 o o 0 0 1 ' o O o o • -. �. I I �I 0I °I °I -. p I I 1 -- - - ----- - -- A I I II I I I --- - -w __- ---y-PROPERTY L/NE I, 1 \ , . 1 I H ==-DIRT ROADWAY , •'I I I I I, \ 'Sta. -1073+8586-L6TtopE. wal/ 11 I I 1 1 I ' - - - � ',I I Q ,- �Sfa. 1073 +90.60 AL T top W, wall i O - -- - - ''' II I I p 1 I. 1 O� o (F8 4-1/-p. 7 i i i r m CO ';I II Cr) IEkI o z 1 � ISI Iet .--- • °' I • QI � 1 lol Q ISI 1 � 11 I • I ktIkt I 1 k o ea ea 1 11 I .� • lo ; 4 . I O � I I ' I I � I ,0 tc,k; I 1 I I I I L/M/T OF R/GHT OF WAY--' I ; I \� - h L /M/T OF RIGHT OF WAY,- I , h -- -�-- o ' L/M/T or RIGHT OF WAY-�- -- 1 I • �. I. 1 -- -- -- -- -- -- -- -- �-� ' — h• 1 N O ANDREA CL/CC/A o Gropes ' I o �. drapes 1- 2 038, 720 FRANK SCH/RO L- 7038,720 a i _ • 1- 2038,770 I W 1 - a C}• --N. 4 N Schedule 4P ---- - - ---- - - ---- - . I - - CL-120 ° Crad/e ` --- 120° Cradle 150° cradle -- ----120° Crad/e------ - - --- 150° _- 4-I}� •- Cradle support /00 ` , thickness of pipe shell 13 " - - ,z .. 4 • Mortar Joinfs - _- _ N . 1 h -Cage reinforcement — a= I- c- Tota/ area of transverse steel in square inches per linear foot of pipe • d I -- -- -- - •----- ---- 2.40 °l/ ------- - - ---> - •- LC,- 2.60°%� °„-- For details -ee drawing n - Q - EI j 2.40 - Z 20 °u is see drawing No G-1082 MAXIMUM u i ; E1. 1147. 3' ) - I I '�� 2 1 1/49.0/ r //Go XIMUM HYDRAULIC GRADIENT " ' ` /�So , + Q f. o °a o en (43 ° i ' — 1 w • CO oN. a ^ � � :c o ,' tr)a 01 Q c;2 kg O cNI o 0 v c � OO O N `aCco — �NI j 1 j iI Q Q p\ Nc ( co ' x , - �I ¢ - CO OI : : cai • �N i J - — k LO o • VOCri In Q k OX v , p — -� I' O cal � � � v ' CroI� I � • Grounc/ Surfce OQ � oGround Sur{ ce � o ir Q /700 - Compacted, damp, 4ra�c Ish , sandeclay —• i _ _ _ _ _ vv_ ---- -- - Compacted, yellow, clayey sands 'with occasional •pockets of pure sand and gravel --<-o'- ds' 1 r Compacted, damp, yellow, sticky, silty clay- - - - - - - --- Compacted, wash gravel and sand- — s= . 00250 0 ° 09'1 _ s = 00/60 — v • �; W , . • - - NI Cr) Q - CI 5 = .00320 (t 0°-if)�1 • ,5 =.00050 �f O°- 02'55 = .0/940 (-r-07.) � c . NOTES: - _ � � WIjtad • --- \ - f - .Sfa/ioni�q' aop/ies /0 ,invert of,,oioe, � O �, O O - O v) FIELD BOOKS O 00 _ - <0 N a — Construction Alignment 4 2 16,W N h W - ' O ") O f Construction Grades 4 8 0 U) O Ln 0 q� c� + N + Area of fror�sverse .5,49/per /near aof N - N - /0S0 + cv + cv N O 03 en of p��oe o,p/ies f0 /on7er arcs ozc curves. /050 /050 Structure Locations 4:5 co � o Loco O - O O 'sr OMonuments and Ties 4-11 . O p O O - co + Confrae/or sha// remove ow:y /hose frees Fina/ Profile 4 10 11 OPENED JOINTS • Il OPENED JOINTS r . shown doffed. • \ O O For de/c//desigaa of.oioe see Owg No. 8-2426. W ,, W O • o ca W The Dis/rk/kw//move a//,odes shown/has 0 - Cr) W • i ; THE METROPOLITAN WATER DISTRICT SOUTHERN CALIFORNIA I•• OF iP' ' � - COLORADO RIVER AQUEDUCT QC) e h �} '� N O bi 1 DISTRIBUTION SYSTEM N �' 1 `� `� `0 k0 '0 :Cl." o I FONTA NA TO CUCAMONGA WASH a o 1:;:i of of o 0 0 ° 0 0 0 0l o 0 ad F C° STA. 1061 +50 TO STA. 1083 + 00 PLAN AND PROFILE .STAT/ONS PROFILE STAT/ONS • do " N 12'-s "PLAN PRECA_ST, �ROFI E PIPE . - • v DRAWN_ _T 23_-_W .0 I-- (' C� ;�� t .h .u) -In TRACED M4.50N RECOMMENDED _ -____ Revised 2 -28-38 to show line as constructed. j CHFCKEO.71Z��_ ,AA � r ' q q - APPROVED • - • LOS ANGELES,JUL., I , '35 H -1755 - - - - , - 5-203—/73s- . . . _:a - __ - . . . . - _ --- _ - '— - - - - --- - _ . ._ - - - - - - < � _�»1.:z,....-..�.�_,_ ..-