Laserfiche WebLink
Zokl <br /> �-- — tidriab/e I variab/e ICC' TRACY ROAD <br /> 50' I '4 0.50"x24'41171rdeateRock Base 4' ° INDEX 28 to 31, CC to DD <br /> With Penetration Treatment i Sheet 2 of 9 Sheets <br /> • Bmck Slope 1/ar /o meet S% / S/ope Profi/e G. !';•/ Slope S% <br /> 6 3 32 3 6 -� ground at R.O.W. Line <br /> ----- _ _- Leve/ - -- - --_ -_-_ _ E/ev. Ditch Banks are {lar I0Pa I� e %� pQ0 �Bdck Slope lomeel <br /> var <br /> 51' ��''s� I Profi% S/oPe D.0/5 9ro '�: 1 y of Construction ooqz <br /> r 51 I Ground/ine at R.O.W. <br /> S/o a /o meet G. L /2C.M.. P. 1/491/ab/el Length-X--Drain Ja I /f Back Slope Exceeds <br /> P <br /> a F/07p Gate � I IJKI I I -- 1 I I ( 1 i 1111 i'6t /.'/, lxary slee Slope of <br /> s�o PB /2""C.A7 P. Level 11/ariable Length Out/et F/ow Lime /o be /•O' be%w /n/et E/ev. RaadwayFiY/, <br /> o� 510 , <br /> Jif I Typicd/ Ground /ire <br /> TYPICAL , SECTION SHOWING DRAINAGE STRUCTURE FOR . FILLS EXCEEDING 3' <br /> -Flow Line Eley is Constdnl STA. 86+39.51 TO ST4. 204+• 00 <br /> al -7.0 L/. S. G.S. Daum. 1 <br /> 3 80'or /00' <br /> ° 11ariab/e i varilb/e <br /> Back Slop /o meet <br /> of Construction I Ground/ihe g/ A'O.W. <br /> 6• 3" 32" 3" 6 • I ' <br /> 3' O.SO x 24'e/n/reated Rock Base 3 <br /> Oi/ch Banks are X491 lNith Penefration Treatmeo/ 51cPe ( <br /> Jaf IProfile S/ope = 0.0/5 % 51% a"�6 /•S/ope Prof//&0A �•�o/ S/o,oe <br /> A:/ SlopeFr <br /> S/ope /o meet 6.4.1' 0 6:/ pdi ° Leve/ <br /> r.�� S/pe <br /> e <br /> ' 2 •/Max ( N/-+ <br /> 510Pe `-Typical Ground Line variable <br /> Jaf. /O'Max. to'mlainf Ih of no/j:/ Backs/ope <br /> SECTION FOR FILLS OF 3' OR LESS See Left Ginter <br /> `-Bo/loin of Ditch <br /> See Sec. Above. Scale: I'�-5' <br /> I <br /> 3' F 0.25x24 Untreated RockLifl. 3 <br /> With Penetration ?reelmenl <br /> profile G/. <br /> 5% 'to/'•S/op " <br /> e ,� to / S/ope 5 <br /> 0 <br /> A:/ Slope Name Existing Untrealed Rock Base <br /> Yar. <br /> vb kbUSj <br /> TYPICAL SECTION STA. O•t00 TO STA. 8/.168.92all <br /> I e <br /> �o, �--E--/6•Roadway r"�� ,'h � 0 <br /> W <br /> Finished Gate t° Conform to Manufac/urers <br /> A Specifications {or N/aler Tryhlness. I I <br /> � --- - W-- - -�-I � T-•-{ p- =" Bars -2":6"long fnr HALF PLAN I I <br /> C.h9.P. h'dw/s & 3=6" <br /> Long for 24 G M.P h10"w/• I I <br /> Finished Gates /o Conform to �"�'.f> T-D 'Long I <br /> /Y/dnufactare s Specifica//ona - -- - --- <br /> T <br /> I Orm. /2 C M.P. 4 C.M.P. <br /> I I � � � I W 3=O" 4 "0- <br /> for <br /> Existing Gate 8 Frame a/ �;"° ' I 1 <br /> for (Yater Tightness. i I H 4- 0•' 5'_ O" z <br /> I I Sia///•+3S to be Remstal/ed I I 3 Conc.9/ooe Pariny <br /> i T O•-6•• /4- 01, <br /> Gales /o be Firm/ Fixed to Mwls - — — , - _0- 4 ��- a/ S/a /74•+/2. Ext€+nd Frame to Ae s cnoc <br /> y -I-_ - - 1 I S O-3• 0 - 6" Exis/1;I;Iq Rod to be Rep/aced. <br /> by means of Anchor Bolo. O /: p 2'-O" s'X/z z 5=0 Gonc. Anchor <br /> Boti with Bo//s to Fii. <br /> Exirtinq Gates lobe Salvaged -- I-- — I--- �d. `:q>':? For Pipe Detai/s, See Plans <br /> and Remstat/ed According and Profi/es Sheets 6 fa 9 <br /> Construction NofeS on P/ans & I I 0 I I �y:�.l '� e' ' <br /> Profiles, Sheets 6 t 9 /nc% I /2":r6=0x�5=0"Conc.Block. 6 <br /> cD •N I ° ? 2-z""iBais -3 F"/on for /Z'GiY>P. E/ev. -7.00 I I I '�4B CM.P. /2 Ga. Asbes/osBonded <br /> .� ¢ 9 I F/. Ditch E/ev -7.00 <br /> I I I a'�<^`:°. Ho'w/s B 4=6"%n for24 C MP. /afdry/s. I 4s lo'dipped-No Paving.- <br /> " 9 <br /> 6 s. , Pipe E/ev. -B. SO <br /> ---Std. /2" Asbestos Bonded � <br /> A SEC. A A Pine Height Road"ey I Waler/igh/ Coupler <br /> Station Leoglh Gate Frame Grade Elev. <br /> / - ///f/9 -///*7052' 140 0.00 el S.G.5. 49e14110 <br /> DETAILS FOR CONC. HEADWALLS 2-174,41Z-174.,62 s0' /z• 0.50 <br /> LATERAL IRRIGATION DITCH STRUCTURE T YPIGAL IRRIGATION DITCH CULVERT <br /> Scale: I'=5' UNDER ACCESS ROADS <br /> Green Aug. 22• /948 <br /> 2- <br />