Laserfiche WebLink
R STA. 11#0 <br />m <br />I9 <br />}I <br />STA. 11+40.0 <br />IA5TALLION A 12' FLARED AENPIL 144 L.F. ON <br />N AS PER THE DETAIL I2' R. L. P. 1 72 <br />S4 <br />ON SHi�T 3. TW. <br />AT 5=.030 STA. 11+05 <br />PLACE RIPRAP SLOPE ER-5ION 45 L. F. - <br />PROTELTICN AS PER TLAKE o_I�' O 12' R.L <br />= <br />R <br />.P. <br />STA. 10,4*HE 18 <br />INLET DETAIL AT LT, T1'P.� _ 1 _ _ _ _ _ AT 5=.005 _ <br />EF <br />-T ----- MATE-! <br />3 <br />LINE <br />SILL DRAIN -•�• <br />_o <br />•_� <br />SEE SHEET FJ <br />OU I <br />7 71 STA. IONS <br />V <br />St+1�T 36.3• <br />u <br />w <br />R srn. 1&23� <br />17 <br />r <br />a' ea• <br />r <br />a <br />0 <br />r <br />350 L. F. - <br />6' P.Y.L. <br />1 70 <br />0 <br />5TA. q+M <br />AT 5=.0035 <br />R 5TA. q+4q <br />Q u o m <br />5Th, q.0 <br />N <br />W L C u`Di V <br />169 <br />A' <br />lel <br />p >wMP <br />B' MIN. <br />a o¢ v <br />z <br />O <br />R STA. 6+69 I g <br />(' �� <br />Z C }z <br />Z <br />� <br />OJo <br />> <br />V W 0 z� <br />o <br />V <br />W mWOT <br />168_Z <br />G t; <br />,o5TA. <br />0+25 <br />srA.b.w4�V)LAKE <br />3 <br />Z <br />\ W <br />INLET <br />STA. 7+qD.0 <br />Z\,L-_STA. <br />A(41 <br />7.65u <br />srA. T+43/CAL-TRAN5 <br />-� <br />TYPE B J <br />PRECAST CONCRETE p <br />FLARED END SECTION �- <br />-• <br />AS PER THE DETAIL 3:I MAX. PLACE RIPRAP COBBLES W THICK, 2.0' EACH 166 STA. &W <br />o- 1 0 `� <br />N <br />ON SHEET 3. �- SIDE OF THE INLET PIPE A5 SHOWN TO 8.0' <br />BEYOND THE INLET. RIPRAP COBBLES SMALL CONFORM <br />R 5TA. 6.6q 12 <br />TO CAL TRANS SPECIFICATIONS, SECTION 72, <br />350 L. F. - <br />Q <br />FACIN6 CLASS, METHOD B PLACEMENT SLOPE <br />PROTECTION <br />AT 5=•0035 <br />7 <br />PLAN 65 srA. 6 a <br />1 <br />Z Z <br />a <br />R STA. 6.03 <br />3./ CAL TRANS TYPE B PRECAST <br />1 O <br />CONCRETE FLARED END SECTION <br />ti <br />INLET PLACE RIPRAP COBBLES W THICK 164 <br />2.0' EACH 5TA. 5.45 <br />51 DE OF THE INLET PIPE <br />AS HOWN TO 8. O' BEYOND THE <br />R I 0 <br />INLET. <br />5TA. 5.21 <br />CONCRETE BASE AS PER ry 1 63 STA. 4+61 <br />THE FLARED END SECTION, LAKE SIDE SLOPE <br />; <br />y <br />AS SHOWN ON SHEET 3. 6' IN. : I <br />1 <br />R srn. 4+65 <br />q <br />__ o <br />'ItQ�` W�,"C <br />`V <br />SECT I ON <br />N. M. k 7 <br />STA. 4+46. o <br />�1 O "q"z <br />Z J <br />62 <br />ek <br />STA "� <br />LAKE INLET DETAI I L <br />? <br />SCALE 1"=2' / \ <br />R srn. 3.eq g <br />Z <br />16 i SrA. 5442 <br />0 <br />5TA. 3+8 7 <br />��l 303 <br />RYAN CARREL, R.C.E. 61619 <br />350 L. F. - <br />e' P.V.O. <br />AT 5=.0035 <br />1&0 <br />DANIEL ENGLAND, R.C.E. 9926 <br />DAVE SKIDMORE, L6. 3126 <br />STA. 2.65 <br />STA. <br />'00 304 <br />(MHX7TO 14v <br />5TA. 2H1 b <br />ES$/q,_ <br />' PN <br />505a• <br />cyt s eDJVJ MATCH '' <br />a' <br />'' LINE <br />'�+' Eo.66161199T <br />° <br />�y4'pt sJo� <br />/ <br />* <br />� 506 <br />SEE SHEET 4 <br />TEMPOR.WrSTA 2+q4 <br />307 159 <br />� <br />5TA. v <br />,{/� <br />RECORD DRAINING <br />_ <br />. <br />6i <br />DRAWN ar: J. S. H. <br />Q d 5 <br />N c l 5/ <br />DATE: 6114105 <br />SCALE <br />N N H.M. k 5 <br />c <br />T. y P �� C � -!. [AI �4 -s,, inW�i Ve [ifV <br />DWG: 246-55519 1 <br />CHECKED. KW <br />- -�- <br />STA. ab.n.1 <br />- L.F. <br />12 <br />12 • <br />/ AT 5 <br />R. <br />- <br />0. P. <br />JOB a 246A-04 <br />sMeEr <br />310 <br />q R ^ <br />-.OM <br />E WELL <br />N SITE 4 <br />/ _ <br />/ <br />a�13 L.F. -- <br />STUB AND PAT5 5 L. F. <br />I2' R.G.P. <br />6' P.V.G. A% S=. 000 }'�• <br />A <br />AT 5=.005 <br />OF � ` <br />4 <br />_ <br />