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HomeMy WebLinkAbout5203H-1732 c - � • ` + • SPECIFICATIONS Na 115 ' SHEET No. 9, - c 13 S c • �\ a s � h . 0. o a a Sou. Calif. Telephone Co. Line I PLAN T c °J.E C Q � c o I I I 1 • N' C C � � I ' I SCALE OF FEET ay III I I II SEC.-FIRST NATL. BANK OF L.A. C b o ,' , II SEC-FIRST NAT'L. SANK OF L.A. 1 0 40 BO c p �, C C a 1 . 30� r -H- -.30.- - , 0= - LEILA HEITMAN I C �' C Ii Go' - \ ?: , • .� :N' 1... I I Grapes Barley f ilOPERTY LINE-..., o I 1 0 1 • Alfalfa PROPERTY L/NE ••.. ' PROPERTY LlNC• •-. P ` -...___,-,,,.,---..c--,....---„- `0.---- _ _ • ......u, �I ___ _ ---.ate .�_-�__ ���� �_ _ - - ��-.�_� _ter -.� -- �� - -- � ti-.-� �. I \ I r / ' 11 / 1 _ - ItisI e DCL OLE ROW EUCALYPTUS__WINDBREAK • I 001.h'[ E ROW EUCALYPTUS WINDBREAK L OUbZE ROW EUCALYPTUS W'NOBKf AK - O so"s.P- L _ _ - o d t` O Lz,o3B,880 p _ - oI - - - �� - /0 LocalConcrete/rri ationLine ^�� o ,��esP W 1 I oI - - - - - - -z.0.3�B8o H - - _ -4 1 - - - 9- - - - - -- L.: - - - - - - - •_ - - - - - - -'-- 1 I -- - - - - , - - - - - ' - - - - - - rr - - - - - _ _ _ err - - - - - c-_ -� - �� _- -�- - �_v - - LIMIT OF RIGHT CF WAY - - - A _ - - T - - - - - - - - - - - - - - - - --moo L-2038880 - - } I J I I i LIMITOFRIGHTOF1� 4Y- T l0Cont. lrr� - - T^038880 .� L-zpsa,88o LIMIT OF RIGHT OF WAY -- 1 O I i 9-'' - iti O , h 1i0 1 I : ' h MANHOLE hck' o 0 0. I o 0 0 ' o , oo o Q, \ o g oI o p I IJ o, I C ' b ,t ' o � o,II rnI m m i O co ,i I I \ � I , � ' � I � , � .i �. � i � � � , �i 1 � I I , I .hn \ \ I - I :' , j I W , W Sta /0/3 *2774 i1 i �.., . I © , ; \ /.: C) I 0 � , ( ' �� FB. 4�l1 /0� Rt (top ofpipe) \ E. a 3 y, I\ ;.;' o ' C ti ct Q I Q Q f5ta 1000*06. 74 o b Z ` / p _ \ I I ti I • ,LCL 8 T top ofpipe 189 Rt tilt,• Q Z , � I . P• Q� y i I I I I I vl I 1 / I I Walnuts ' II, 1 � � I I h F. B. 4 /l 5 ckJ Alfalfa / - p 'I r o ' i 1 C Q • r 30' I 3o Q--- - of • Plowed Land _ _ _ r r i 1 I �1 I 0 Z `' -t y - - -?I- - - 8- -- - - - - � 84- 60 - - - - - -- -- -- - - -- - - -- - - - - - - - - - - LIMIT OF RIGHT CF VVAY - - -- -- a, -- -- - - - - - - -- 4 ! L-2 o3B, 7zv LIMIT OF RIGHT OF WAY `I', L_z,038. 7za �' I Q - - - pMr \ a ' I Q FIREMAN'S FUND INDEMNITY CO- -��- --- --- .. I I L-2038, 7E0 FIRE FUND INDEMNITY CO. I ND 17 �' _ - V `IL-2.038,720-1 L/M/T �F RIGHT OF WAY o I I 1 L 2,038,720 FIREMAN'S FUND INDEMNITY CO. . , • • \ l2'8" DIAM. PRECAST CONCRETE PIPE • • T Ir . 4 - - - N i Lu I - `G �_-_- -- -- - --- -- - - - - - _-- --- ----`- - _ - ----__- - -_ -- -- _--_ --- ---- ----- - --- - ------------ - --- - _-__ - -- __-- - - --- - _ r - - - - --- - - -- - --- -- -- - - ---- --- Schedule 4 P --- - - - ---- -- - Cradle support 150' thickness of'pipe shell 13" - - --- - -- - - - -- - :_ t 7 _ _ _. . < -- Cradle support /00°- thickness of /Peshell l31' --- ----- - -- --- --- - --- > f -- p > - -- ---- - - - ---- - - -- - Cradle /00° - thickness of -- - - -- - - --- -- - yr- --- - --- rale support /00°- thickness of pipe shelfl3" --- -.�;___ -.4- --t ,: _ Fj /200 - - - - -- - - - - --- - - - -- - - - - - --- - - -- - Cage reinforcement — MortarJoints — -------- - - - - - - - - -- -- ---- - -- - . --------- - ------ --- - - - - - - - --- - - > : _ `_ T - „1200- • -* •< -- - - - - - - - - - --- --- Z. 00c" - - - - - - --- - - 2 4Oa1/ - 2.00 °�1 - - - = ------ - - � Total area of transverse steel in square inches per linear foot of pipe Y - ° a vll oit >}F - g /.9O - - - - 2. 10— > < -- ------- - --- - =- -- - ------- p �' For details ' see drawing No G-1082 - 1.90 -� _ -• L � L1 ° 0 'C O - ccoo -C o • - M Q M W O O �` Q ", 0 " k . of Sao a - • o,j opo Z � pp F _ o / `o o L . a;h O i v i O Ef. 1!53.0_/ :. -' �> El. 1151. 2 CL) MAXIMUM-41 HYDRAULIC GRADIENT SSI poli Z (1) C-) - o - - -- 1 o Q 1 - v c r , J- �i //50�— c —� - o '—_ ' _, ' 1150 • J - o � r +I w - o N 1`SIN `� l- Sof LE- T to ofpipe El. !125. 46 a W ` CIS _ • N I / P �`�iima �0iiin`��:r�r _- - _ �' i� / Ground Surface W • S • ti' / Ground Surface 0 ' _-_ q i •,i �,� - / 'vr r/ it - t---� 4.- - - 2 a . ", ` T-----._--- - -_ - - - - - - - -- - --___-.-_ -- - I ` - - C ---- - -- - - - - - I i �_ � - - Partially compacted, ye/lowish gray, clayey sands and gravels -- - - - -- -_�� — 0 1 15 00 0 s=. 00295 ' • I 1 — s=.00050 (-0°oz') _ _ I ' 5=.00050 (-o°cz,) 1 I s=.ol47z (-0'511) O -- - - - -- - - - -- - - — Ste 998107 /loo — --- - __ - - - N- • noo coCO 5 El. 1113.8 noo • QI `+ Lo 7 °•) o • . - *� co 7 * m m ri OPENED ; �,I� 7 co o OPENED 01:6 o ai OPENED o °) JOINTS a hl "'I J OPENED o o o o JOINTS o o rn T JOINTS _ o ro' o •< r 01W O W �I W o of • 0 0 0 0 MI W N o of - �I �L - °I "�� o �I of of of of of o o o 0 0 For detail design of pipe see drwg. No 5-2426. STATIONS - - ------- ---- • PROFILE STATIONS J THE METROPOLITAN WATER ;• DISTRICT OF SOUTHERN CALIFORNIA NOTES COLORADO RIVER AQUEDUCT" - --- - - - FIELD BOOKS Stationing applies to invert of pipe. Df STR/auTION SYSTEM = Construction Alignment 4 2 FONTANA TO CUCAMONGA WASH • HYDRAULIC PROPERTIES Construction Grades 4-8 STA. 997 +00 TO STA. 1018 f50 Structure Locations 4-5 A = 126.0/ n - .012 crs � � Monuments and Ties 4-ll Area of transverse steel per linear foot of pipe PLAN AND PROFILE v = 595 r = 3l7 Final Profile 4-10 applies to lcnger arcs of curves. /Z'-d " DIAM. PRECAST CONCRETE-PIPE • Q = 750 s = .00050 , Contractor shall remove only those trees shown _a DRAWN. _r+c E -R. o nL. dotted _� TRACED_✓cM RECOMMENDED_ - • 49. _ - 'j CHECKED_1!7'I - - APPROVED / I - Revised 2-28-38 to show pipe line as constructed. i a, - _ - - - - - ck LOS ANGELES,JUL.I6,19 S H-/7.32 - .. • - v665203 -/ 7.32--