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a ` XrSJ-FAS 906 <br /> DURHAM FERRY ROAD <br /> Rto° STATEROJECT NO reMw s"rw. sne to s <br /> 7 ICALIF, IDS-906(2) 11959 1 11 1 13 <br /> FIELD ENTRANCES PRIVATE DRIVEWAYS PRIVATE DRIVEWAYS DROP INLETS COUNTY OF s JOAQUIN <br /> AL <br /> 0.33 U.B. WITH PENETRATION TREATMENT 0.17 P.M.S. OVER 0.33 U.B. 0. 17 P.M.S. OVER 0. 33 U.B. <br /> t2"E.SCP 12*ESGP 12"ESCP. Civil EEngin•e Lic so M077077 <br /> STA. LOCATION L.F. STA, LOCATIONTA. LOCATION L,E STA. LOCATION <br /> 9+57 Rt. 18' <br /> II*25 Rt 9zl' 1+80 Lt X67' 142*98 Rt. 27 17-1-01 24' Rt. STATE OF ALIFORNIA t� <br /> 13+15 Rt 21' 1+90 PC 21' 143+78 At 21' - 17 +25 24' Lt. <br /> 16.74 At 21, 2+06 Lt 2l' 156*05 At 21' 45vW 74+70 24' Rt, Dist Eng. Diet. X <br /> 17+II Lt. 21 2+47 PC 4r�z7' 161+52 Lt. X33' -' 74+70 24' Lt. <br /> 17+21 At. 21' 3+12 Rt. IV 18' 162+28 Lt. Pad. Wolk 9' • .1!1 APProv� � •�+-195$- <br /> 21+72 Rt 21, 3+29 Lt 21 167+17 Lt 21' 125+68 24' Lt. <br /> 48+22 At. 21 3+85 Lt. 21' 167+79 Lt Pad. Walk 9 - - - <br /> 69+54 Rt. 0 3+85 Rt. 21' 172+12 Lt. 21' 185+18 24' Rt. ingineer i11te1 <br /> 70.00 Lt. 0 4411 Rt Toto 1 -47-- 7 <br /> 21' 172445 Rt. 21' ,185+16 24' Lt. civiling! I.ImON4.5630 <br /> 80410 At, 21' 5+17 At 21' 173+00 Lt. 21' <br /> 86470 Rt 21' 7+35 At Pad. Walk 9' 179497 Lt. 21' <br /> 92+05 Rt 21 7484 Rt 21 180470 Lt. 21' D 0 W N DRAINS <br /> 97460 Lt. 21, 8*l0 At 21' 189410 At. 21 <br /> 114+54 Rt 21 9+57 At 27 190+50 Rt 21 PLANT MIX SURFACING PUBLIC ROAD CONNECTIONS <br /> 125+42 Rt (Existiny Pipe O.K. add lb Ext) 9467 Lt. 21' 202+28 Rt. 21 (ce directed by Engineer) <br /> 125+42 Lt. 21 10+08 PC 4Wzl' 205*32 Lt 21' STA LOCATION <br /> 0.21 P.M.S. OVER 0.5 U.B. 81 VAR. I.S.M.12941. Lt. 21' 10+75 Lt 27' 207+42 Lt. 1* 21' <br /> 132+60 Rt. 21' 1I+80 Lt. 27' 208+61 Rt. 21' 75+00 16' Lt. TA. ROAD T U9. T P.M . <br /> 135+10 Lt. 21' 13+41 Lt. 27' 2+60 Lt. 18' <br /> 136+70 Lt 21 14+05 Lt. Ped. Walk 9' 3+48 Rt. Ped W 0-08 State Hwy. 120 142 63 <br /> alk 6' 75*00 16' At <br /> 146.13 Lt 21' 20.00 Rt 21' 8+50 Rt. Ped walk 24 52.99 Louise Avenue 172 76 <br /> 152+46 Rt. 21' 24+64 Rt 21' 75+00 Rt 30, 106+00 Lathrop Road 185 82 <br /> 157+27 Rt 21' 24+74 Lt. 21' 110+88 Rt zl 185+58 Lovelace Road 97 43 <br /> 158+93 Lt. 21' 25+55 Lt. 21' 205+60 Lt. 2.1' DIKE S <br /> 212+00 Roth Road 77 40 <br /> 159*04 Rt 21' 34+17 At 21' 87 PLANT MIX SURFACING <br /> 159*06 Lt 21' 35+35 Lt. 21' Total Drivawe sd Sub Total 42208' <br /> 161+52 At. t-18' 36+82 Rt. 27' <br /> 163+04 Lt. 21' 37+44 Lt 21' T T T REMOVE CONCRETE STRUCTURES <br /> I63*ZT Lt. 21' 37+85 Rt 21' 1211 CONCRETE PIPE T0+99 X74+70 16' Rt. X371' <br /> 166492 Rt 21 43*70 Lt X48' <br /> 168.15 Lt. 21' 44*75 Rt 27' (EXTRA STRENGTH ) + 71 +25 74#110 16' Lt. 345' <br /> 174+25 "Rt 21' 66+50 Rt 2i 33' Total SIML716' STA. OBJECT LOCATION <br /> 179404 Lt 21' 67+20 Rt 21 <br /> IT9*86 Rt 21' 76+60 Rt 21' STA. LOCATION L.F 2+58 Headwall At <br /> 184*90 Lt. 21' 78+50 Rt ZI' 7z+06 24' Lt. 'z641 CORRUGATED METAL PIPE 3+12 Driveway Rt. <br /> 198+49 Lt. 21 78+91 Lt. 21 Private Driveways 8 Ped.walks 4zzoe7tZ5 Catch Basin Rt. <br /> 198.49 Rt 21' X80+10 Lt. 21' Field Entrances .19!9 ea 18" x 16 ga. 100+26 Catch Basin PC <br /> 211490 Rt. IV 24 84+43 Lt. 21' 1+35 Place Wstub to 613 zo' Rt. 6' 100+26 Catch Basin Lt. <br /> 87+39 Rt, Ped. Wolk 9' 17+25 Place 6' Ext. D.I.tolrrig.Pipe�a Zaq' Lt. 6` <br /> T 48 Headwoll At. <br /> 111+50 Lt. 21' 88-+25 At. 21' 328$ TA. L TI N F. 179+173*56 Headwall Lt. <br /> 132+25 Rt. 21' 100+30 X- Dr. 6 6,' <br /> 90+30 Lt 21' 179.61 Headwall At. <br /> 90+71 Rt 2I' 52{35 X- Dr. 46 <br /> 90+73 Lt 21 CLEARING a GRUBBING 52+99 64' Rt. 30' 179+61 HeadwoI I Lt. <br /> 52+99 64' Lt. 46' 185+36 Heodwoll Rt, <br /> 41 1 91+39 21 Total Field Entrances Sub Total 93+25 Rt 21' 53 +70 x- Or 46' 185+80 Heodwoll Rt. <br /> 33+85 Lt v24' X74+70 X- Dr. X46' <br /> 96490 Rt 21' TA- f T + 106+00 64' PC 30' <br /> 106+00 64' Lt. 30 <br /> STATION DIA. PIPE F L PIP DITCH GR. loo b0 Lt. 21' FINISHING ROADWAY. 211 +35. 21 185+58 XX 70'R+. imi ao' CULVERT MARKERS (METAL) <br /> 100+51 U. 21, 2111+ 35', + e' <br /> 17 + 01 Rt. 8 Lt. 30" 12. 1 19.15 101+93 Lt, 21 161111 11g. 4498' <br /> 103+80 Lt. 27Tota I <br /> 125+ 68 Rt. d Lt. 30 12.7 19.60 <br /> 104+16 Lt. 21� TA ATI <br /> 104+72 Lt. 21 TA + 8 T TA. I + r1 <br /> Ioa+s3 Lt. 2l' 30 REINFORCED CONCRETE PIPE I7+o1 23 Rt..Lt. <br /> 185 + 16 Rt. d Lt. 36 12.8 18.89 105445 Lt. Ped. Walk 9' RAISE CATCH-BASINS 52480 63' Lt.52+35 23' Rt.� Lt. <br /> 109433 Rt. 21' <br /> . 52.81 62 Rt. <br /> 3'-O" 109+85 Rt. 21 53+10 64' Rt. <br /> s= 61, *4th � T1ON 53+23 81' It <br /> 112+25 Rt 21 g1 53+70 23' Rt r Lt <br /> 113+15 Rt 21 TA. ATI DISPOSITION IT 01 31 Rt <br /> °•e.� e° . , 185+16 26 Rf. !6 75+00 23' Rt.4V Lt. <br /> n I l3*30 Lt. 424 <br /> 0+29 28 Lt Raise to Erode Total #24' 105*82 SS Rt. <br /> I15+94 At 21 0*32 19'Rt. Raise to Grade 105+87 68' Lt <br /> 116+21 Lt. 21 <br /> aF c. 1+95 20 Rt. Raise to Grade106+12 64' Rt. <br /> 3611 REINFORCED CONCRETE PIPE 106+18 68 Lt. <br /> 14i• o •.ai. t�:ti 420*m 120+50 At x,105' , <br /> ~, 125+68 23 Rt.#Lt. <br /> 126 86 Lt. 21 185+16 23' Rt Lt. <br /> 1 185+48 84' Rt <br /> ,;•T[ 'e•i M s.' le? 2837 Lt X30' <br /> • � I: n � .:e: •I°r• #�.. � 185+70 64' Rt <br /> I ;p CATCH BASI KI TA. LOCATION L,E, <br /> i::Y 5TATIOW LOCATIOfJ 211+35 29 Rt•Lt <br /> I' i;: ::•f 129+00 Rt 105 <br /> 137*97 Lt 21 1 + 45 24 Lt is; <br /> 139+38 Lt. 21 NOTE; Refer to 30" RCS <br /> Total -35L Total 24 <br /> L <br /> NS INS <br /> FOR CONSTRUCTION DIMENSIONS SEE 59 -10%1 <br /> X13 <br /> f DROP INLET DETAIL ON SHEET 2 <br /> DROP INLET CONNECTION <br /> (NOT TO SCALE) CON S ION <br /> N O T E S <br />