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6- <br />yar 5r. <br />Slope /o meet G. <br />S/ope io rrreef G.L. <br />�I <br />3" 32 <br />-Level— E/ev flitch Banks ire t/ar <br />Profi/e Tq <br />15/0 <br />.3' <br />TRACY ROAD <br />50° 3 .¢' o..�o x 24'Un/reatesd h'oek Base .¢' ° ,INDEX 28 to 31, CC to DD <br />� <br />M11h Penetra/ion Treatrnenf I � , .. Sheet 2 of 9 Sheets <br />�^ s, /Z"'C. N. P Leve/ 1/aria6/e LengthDut/et F/orw Line to 6e /.4" beloW Mlet E/ev. � i??oadway <br />1 <br />c,Qr Op8 <br />ITy0/cd/ Ground /ine <br />TYPIGAL,SEGTION SHOWING DRAINAGE STRUCTURE FOR -FILLS EXCEED/NG 3' <br />sra. 86+39.51 TO sTA.2044 <br />5 <br />00 <br />pe = 4.O/3 0!0 <br />w <br />.;. mar <br />5 s/o <br />�oQe <br />MaX <br />li ai. <br />4" <br />-,60110177-,60110177of Pitch <br />% <br />LonC. <br />g for 24 "1YI. P. / Harte <br />H4-0109 s w 0114 <br />D .. <br />0.. Z.Q <br />For Pipe DefT. <br />ai/s. See p/Bos <br />aid A-0.61740 s, Sheets 6 to 9 <br />I cfl � •O I �' �; `�`:. z -Z /" fBar1--3-d "/orrg Aar /2"'G FYI. P. <br />I � � � .. ���•°�����;�`�� Ho'w/s, e� 4=6"10179, -cal- 24'C AfP. W <br />See Sec. r96ove. <br />Typrca/ Ground Line <br />Flow Line E/er is Constant <br />at -7.0 L/. 6.0-5. 404914,m. <br />3" D. 25X24UnIre ated RockLrff 3 <br />With Penetration Treatment <br />Profi/e Gr. <br />5Q/� A ,�"�/'S/a�oe •� �.,to1S/ope .5"a/e <br />TYPICAL SECTION STA. Of 00 TO STA. 81 <br />Existing Un/reated Rock Base <br />CA <br />f 68, 92 <br />Finished Gates to Conform to <br />/Ylanutacture's Specifrcv�}iora.� <br />for.Mater Tightness. <br />Gates lo be Finn/y Fixed t 1Yd/s <br />by means of Anchor 80&.,.. <br />Exrstinq Gates >o be Savaged <br />and Reinsfaer/ed According !o <br />e^Onsfruetion Nofees on P/40175 & . <br />Profiles, Sheets 6 to 9 //7c/ <br />SFC. A -A <br />DETAI <br />LS FOR CONC. HEADWALLS <br />LATERAL IRRIGATION DITCH STRUCTURE <br />Boor iao' i �i <br />0 <br />Yariae4/e l/ariaG1e � <br />Back S/ope to meet <br />�-2-t af Construction I Ground/ire of /P O. W. <br />3' eJ YO'x 24'41ntreated Rock Sase 3 <br />Wifh'/senetratinn Treatrrseaf IOPe <br />/S/ope pro Ale or /'!`a/'S/o a s%a � . 1 <br />Scale: 1u -5' <br />u=5' <br />5 ! <br />P <br />Leve/ f <br />k W <br />I/ariah/e <br />/0'Afpx. <br />SECTION FOR FILLS OF 3 ' <br />OR LESS <br />rrr,vrrcvr vvr� /v yV/I/V!/// /v rrrvrrw/oc,/VI �/ V <br />Specit'icafions y`vr b�/ater Tightness I <br />. - HALF- PLAN <br />Z"fi'edwood B/k. <br />7=0"Z <br />/Backs/ove <br />See Leff Guf/er <br />ong <br />Existing Gate ear Frartre of f <br />S/a ///1135 to be Reinsta//ed <br />at Sta /74•x/2. Extend Frome lo /2' � ' C:xlnpeP�bn� <br />Existing trod to be Rep/aced_ <br />6X /Zx 5=d Gonc. Anchor <br />Boli S/x*e, with 8ofi�a to Fif. <br />0n <br />,rte '� /2'ar eS�Dx 6=O'Cone.B/ock. <br />LE/e v. - 7. CJD <br />F/. Pipe Elev. -,8 -0 <br />Pine Height Road�y <br />S/ation L eogfh Cate Frame Grade Elev. <br />/e9 -///f 70 52' 140 0.00 U.S.G. S. Datums <br />2 - /74-'/2 - /74-1 2 .fo f /Z 1 0.50 <br />M/idfh of goftom Shortened <br />to maintain /i - <br />f <br />j '�3 Conc S/voar Payir�g <br />o I <br />h I <br />If <br />6 <br />"-48"C- 1W P /2 Ga. Asbestos Bondea, <br />�4spha/t dipped - No Paying. F/, O�r`ch �E/eY 7.40 <br />•�" �J te� /2 6e,�to5 <br />I Watertight Coup/er. <br />TYP/CAL IRRIGATION <br />DITCH CULVERT <br />Scale: I'� S' UNDER ACCESS ROADS <br />Green Aug. 22, 1948 <br />of 1 <br />