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06-P <br /> X-SJ-FAS 1293 (2) <br /> JACK TONE ROAD <br /> FED.RO FISCAL SHEET TOTAL <br /> DIV. No. TATE PROJECT N0. YEAR N0. SHEETS <br /> 7 ICALIF 5-1293(2) 1981 19 37 <br /> COUNTY OF N J AQUIN <br /> _ _ <br /> METAL BEAM BRIDGE RAIL PLACE A.C. SPILLWAYS <br /> COUNTY RORD COMMIS$ NIR <br /> (as directed by Engineer ) CIVIL ENGINEER LICENSE 0. 7077 <br /> Station to Station Location L.F. Statioir Location Square Yarn's STATE OF PALIFORNIA <br /> 882+33. 7/ 8830-68.50 N. Fork L.John Cr. 134. 79' 880000 /6L1 5.0 __ <br /> 88240.50 883# 529 N.Fork L.John Cr /34. 79 890Y'X A ;te50 TX, <br /> - <br /> ENO/130*05.80 /130+78.09 Temple Creek 72.29' 8851,00 /6;Cf. 5.0 APPROVE 117 - 1961 <br /> Nota 1130,10580 <br /> 0380 /130+78.09 Temple Cr-eek 72.29' 88500 16';P1 'Ca1188#61.80 /189+34.09 Lone Tree Creek 72.29' .990'00 /6.Cf. 5.0 Civil 4e51Q1 <br /> 1 COlI3tYUCt OS,DaY Stale .StOndOYd I.�gineer License No. 7603 <br /> I I I I Owg 0-69 Stroight Headwalls except 1188#6!80 1189,,3409 Lone Tree Creek 72.29' 990000 Af;?/ S.0 <br /> I I yZ for f/oras as shown. 918#0786 9180-30.15 Box X-Dr. 22.29' /00/0,SO AfZ/ SO <br /> 2 Haadwo//s E Flared 47dwol/s 918*07.86 918*30.15 Box X-OX 22.29'el /00/11,50 <br /> v I I v I lelry ,S0 <br /> 3 HeYodwn//s E Flared Endwa//s to be /051 O&V /6Lf 50 <br /> I I I a I cor?styvc&dotSto. 906#28E TOtO/ 0;403.32` /03/*G�0 /6i so METAL CLEARANCE MARKERS <br /> S'ro. /086096 10341-001620- 3.0 <br /> " <br /> 48 �P. C.P. CL.1p X-dr. r <br /> ( ) /034000 /6;p/ 5.o (as directed by Engineer ) <br /> //,?70400 /6W 5.o <br /> s <br /> //?7+00 /6;w TOSfafion ,Cocafion TYoe <br /> //38000 /6;Cf 5.0 <br /> //.3802'X) /6'i S.O 88•?y,44 /7' rR L (AMOR) <br /> //851,50 /6z/. 5.0 883065 /7;Cf. ! (weoR) <br /> //85050 /6;P� 5.0 9991,?8 /GiQf. e (K/6O0 <br /> //9.20.70 1620- 50 999*10?8 #Z1 MPJ-Ve3R� <br /> TYPICAL HEADWALL 8s FLARED /�9,?1,,so /2sf3� 3.0 99906'5 /4�f � (�vsoR� <br /> 99906.5' IVA del (/4/638) <br /> WINGWALL /03,?*,?3 /4;9 ,e 6HIMR) <br /> STA. 906+ 2 8 a STA. 1086 + 9 6 ,�,�. ��---�-� /03,�*,�3 <br /> Not to Scale CLASS A CONCRETE Addijj�nal sp /!ways p/us increased size brdu9hl /03?064 1420- l (K/6ogl <br /> M/� lafa/ � 232 Sq. Y, /03.?064 MO.. M(wego <br /> ( Bridges a Structures ) //301,07 /7;P1 L (W6oR) <br /> Final Ovon& es //301,77 /7Z /(AV6010 <br /> Stot/on Descr/,ot/on fm C . Bkf/: C. .CC C. . Rwf. Steel l //98063 /7;? L(AWOR) <br /> //890-33 /7Zx! L(loY60R) <br /> 882*47 Slab Span Tofo/ /4 Afal rIs <br /> Little John CA* 45 35 215 44 000 Lone Tree Cr. Br. 6 <br /> 918+/9 Dbl Box 8X4 X34 0- <br /> with 8'FbtrdW/n s /0 60 1 65 Z500 21 <br /> 1/30*13 Slob Spon <br /> Temple Creel( 40 25 /15 25 Oo0 CATCH BASINS <br /> 1188069 Slab Spon <br /> Lone Tree Creek 40 25 //5 26,000 <br /> 204:' Station Locof/on F/ev Grote <br /> 20° Coat Iron Ring E Cover <br /> I. I " Toto/s /35 145 5/0 /0/, 500 CLASS A CONCRETE 907+57 31'Lt 58.00' <br /> IL <br /> 1 935075 31'Rt. 57. 04' <br /> - N a N Im ( Minor Structures ) <br /> 936*50 31Rt. 56.91' <br /> Boys 39'L <br /> W - - -- -- - - Stot/on Object <br /> Location C. Y. <br /> ng 1 ' �I <br /> 1 I 808026 Std. Straight Hdwl <br /> Reinforcis t. ERt. 3:'l4 <br /> 8¢501/ Std Stroight//0'w/s. 242t.BRt. 5.50 <br /> 18"IQ a 3 - - - \ I -- - Toto/ Co.S <br /> 1 906#28 Sid Sty. Hdwb "/45'Flored Winyn/s 24'Lt.BRt. 7.28 <br /> 966#70 Std.Stroight Hdwls 2421 E Rt. 5.50 <br /> tj 991#45 Sid Stroight Hdw/s 242t E'Rt. 5.50 <br /> 998#95 Std.Straight Hdwl 3&011171d 0.91 <br /> 998#97 Std. Stm/ght t 0.91 <br /> Precast Reinforced 999, Std.StraiyhiHdwls " 3l'Rt�3/Ltotlnlet 1.82 <br /> `4040 Concrete Section /032007 Std Stroight Hdwl. 3/'Ltatlnlet 0.91 <br /> A /05/093 Std. Stwol Hdw/s 24'Lt.6R 5.50 <br /> 1096*96 W. ShvigHh1dwIs 241t.BRI. 7.28 <br /> Concrete Base `'y45'F/oredWirrwalt <br /> � . o ;• 906+60 Std. Stroight Hdw/s 31'k't.13%Ltatlnle>~ I.SZ <br /> 88Z+,Z5 Std. Str ghtHwl. 31'LtafInlet 0.91 <br /> 88Z+40 Std.VraightHdwl. 31'Rtotln/et 0.9/ <br /> Station Location E/¢d Grail¢ 11291-94 Std. Straight Hdwl. 31'eaflnlet 0.91 <br /> 00 <br /> . <br /> 907057 3/'Lt 58 ' 1129+97 Std.stra)ghtHdwl. 31'Ltattnlet 0.91 <br /> %Rt 8.00' H30,176 Std.5fraightNdwl. 31'Lt allnlet 0. 91 <br /> 935+75 3 <br /> 936+50 31'0.. 67056.g ' 1130+95 Std.5traighfNdwL, 31'k'totln/et 0. 91 <br /> -ltd ht hWKl___ _3l'-Ef:atfntet-- --94- <br /> TYPICAL CATCH BASIN ------ ' <br /> Scale II = I° TOTAL C. Y. = :55i? <br /> El.53 <br /> CONSTRUCTION NOTES <br /> 62-10.Y24001 <br />