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j SANTA FE ROAD R'ODAD INDEX FILE YEARSNT TOTAL NO OSHEETS CLEARING 81 GRUBBING PRIVATE DRIVEWAYS CLASS "B"' CONCRETE ` CULVERT LIST 376 D35-839 1962jr STA. 9 +18 to STA. 219+44 0. 12 A.C. over 0.33' A.B. (MINOR STRUCTURES) z 16 STA. OBJECT LOC. CY. o C.M.P. STA. LOCATION WIDTH I-- o " � w EXISTING �- 12 �.s Y IN €LOYV Note: Cross-section of slope ditch + 97+66 (See Detail �, STATION STRUCTURE �' "' v LOCATION REMARKS y , 12 67 Lt. 12 � oc 4 GA �. ELEV. may be semicircular vee or F- trapezoidol Min top width =25" FINISHING ROADWAY 20+40 11L 12' Q U_ F Min, depth's 8* STA. 9 +18 to STA. 219 +44 27+25 " 12 97+50 -3-5pan9.C.C.Bridge RI$D X-Dr. 37+30 " 12 38+15 12' 97+66 x12 Box Culver} " .K.inPlaa¢ K-Dr. 43+80 12 42+20___ S4 Box Culvert O.K.InPlace X-Dr. 10 PUBLIC ROAD CONNECTIONS 46+30 " 30' � 5Qo X-Dr. 6e 2 126.2 49+32 Lt. 12' 213+6o S-Dr. 31'Rt` 34 101.0 °` 0.21 A.C. over 0.50' A.B 50+28 Rt. 12' . � 213+$9 `: X-Dr31t1:0iRi: 62 2 . 10 to STA. 67 +00 Lt. 40' PLACING A.C. ROAD APPROACH 191+50 - C 251t.4 'R4. 50 _ - ASPHALT CONCRETE SPILLWAY ROAD Tons A.C. -A.B. 72+ 30 �� 12' ' 0. 17 A.C. over Existing 201+00 cel 5o'Lt450'Iz . too 79+49.76 Harrold Ave 268 606 100+60 " 12' (as directed by engineer ) TOTAL 314 86+32.53 Orange Ave 78 176 101 + 15 12' 143+89.32 River Rd 1,532 3,200 119 + 16 " 12' STA. LOC. S. 160+04.13 Hall Ave 70 158 148+95 12' CONT.)GUIDE MARKERS 21? +OO Rt 5917 1 206+47.23 Santa Fe Rd 133 230 151 +55 It 12� 152+ 10 12 STA. TYPE SPACING LOC. QUAN. " TOTAL TONS A.0-2081 A ;320 153+40 '� 12' 144+80 Traffic Island Lt 154+42 Lt. 12' K 2 :';°9 c:p° � ' " Br' Pier 4 . 192+50 Rt. 12' G 3 --- -- I---__ a. 2132+ 54 Rt. 30' F 2 Wall(BoxCulver - ' Q:°a A••. 144+90 G - Lt. 1 v: PLACING A.C. DIKES 218+49 215+84 Rt Rt. 30,x10030' , GUIDE MARKERS 145+35 G - Lt. 1 � ' , � (as directed by engineer) 219+ .10 Lt. 30' METAL 145+55 H - Lt. 1 STA. to STA. LOC. TYPE L. 146+00 G 50 Lt. 3 Plac¢:Class"B" ` F. STA. TYPE SPACING LOC. Q4JAN. 146+00 H - Rt. 'I5`1+90 Lt. iz 68+50 50 t Radius Rt A lit 160 30 Lt. 2 66+70 G 100 Lt. 12 147+00 F too' Rt. 5 i 5ta.97+66 69+40 120 " Lt. A 95 69 +00 F - Rt. +00 F Concrete I \ \ 69+60 120' " Rt. A ' 96 69 + 30 H - Lt. �1 148+35 G 100 / Lt. 1 Wall (Box Culv¢rf),�_- I 74 +68 50 Rt. A 98 69+35 K - Lt. 11 150+00 E 150 Lt. 2 66+25 90'& 120 Radius Lt. A 163 70+ 00 H - Rt. 1 151 + 50 E 150' Lt. 6At 87+92 50 Radius Lt. A 11$ TOTAL : 26 Driveways 70+40 I - Lt. 1 159+45 G - Lt. 1 138+50 Traffic Island £ A 992 70+60 I - Rt. 1 159+75 G - Lt. 1 I ' I 142+17 50' Radius Rt A 63 74 +00 H Lt. 4 160+05 K - Lt. 1 Bridge Pier 142+66 Traffic Island Rt. A 1200 71 +50 H - Rt. h 160+25 H - Lt. 1 i t+1 �'' ''+::•�.`' 143+40 180' Radius Rt A 273 71 +60 K - Rt. 160+70 I - Lt. 1 I "' 143+45 35' Lt. A 80 PLACING A. C. SPILLWAYS 71 +70 H - Rt. 4 161 + 10 H - Lt. 1 143+90 Traffic Island Rt. A 60 (as directed by engineer ) 71 + 70 G - Rt. 162+00 E Lt. ( PLAN 146473 151 +00 Rt. 8 427 72+00 G - Rt. 163+50 E 150 Lt. 8 144+oo 40' Radius_. Lt. A -63 STA. LOC. S.Y. 72+00 F - Lt. 173+72 E - Rt. 1 144+40 Traffic Island Lt. A 182 151 +00 Rt. 3.5 84+70 F - Rt. 175+00 E 120' Rt. 5 144+42 19 to 'S A 992 185+00 Lt. 3.5 66 +45 G - Lt. 182+00 H Rt. 1 1145+50 '50' Radius Lt. A 11 110 186+30 Rt. 3.5 86+70 F - Rt. 483+00 F 200 Lt. 5 3-SpanP.C.C. Bridge- (to be removad) 1182+00 192+00 16-Rt B 00 + 86+95 G - Lt. 184+00 E 200 Rt. 5 ---- - - ------- - - --- -T� m ,0 189 15 Lt. 3.5 Lt. 192+00 H - Lt . 1 ---- ------ --- 183+00 192+00 16- Lt. B 900 192+00 Rt. 3.5 87+ 10 K - to b¢ ' Place CIaSs'B"Conc�at¢ to 216 + 10 218 + 30 16'Rttol4a B 2 6r. Piers 25 192+Q0 Lt. 3.5 87+60 H - Lt. 203+10 G 100 Lt. 2 or. Pie to top of . I top of Box ' 218+55 219 +44 14'-Rt to l2 Rt. B 90 8?+75 I - Lt. 204+20 H - Lt, d t3oxCulvert. i 1----- ---- 219+20 219+44 Lt B 25 88+ 10 H - Lt. 204+35 K - Lt . 1 - - - - - - -_ 159+44 90Radiu5 Lt A 97 - - 89+ 10 F - Lt. 205+05 I - Lt. 1 - - -- - - - �'s...9;i: q'. '.v'.'9• : � .:a P '.► .� .. Q:.O . II 134+90 F - Lt. 205+?0 H - Lt . 1 ::q•.,p.•,�,;•.•, v: : -. ••:o:• .'-.:o. • : � a ' 464 +00 50 Lt A 9? , Box Culvert 204+07 37' " Lt A '90 136+90 F 100 Lt. 206+70 I - Lt , 1 _ --__ __ _ -- - - „ .`N' 140 +?0 G 50 ' Rt. 207+45 E - Lt. 1 Botfom of Footing 205+65 120 Lt A 105 TOTAL 21.0 S 1142+ 15 H - Rt. 208+90 E 140` Lt. 5 1141 +50 142+ 2o Rt B 70 142+65 G 40' Rt. 215+00 E 60' Lt. 7 TOTAL952LF 142+90 H Lt. -- --- - - -- -- - - - - - -- -- - - --- _ 216+ 15 H - Rt. 1 __----=__ = - - - - - - - - - - - REMOVE P. C.C. STRUCTURES P. C. C. RAISED TRAFFIC 143+0o Traffic Island Rt. 218+ 10 G _ Rt. 1 ELEVATION K 218+30 I Rt. 1 BARS G 218+?0 K - Rt. 1 STA. 97+ 66 STA. OBJECT L Y. (as directed b en ineer ) F 218+70 H - Rt. 1 E OC. C. y g 143+40 G 50' Lt. 41 219+ 20 I - Lt. 1 CLASS "B" CONCRETE (MINOR STRUCTURE) DETAIL! 97+50 Bridqe X-Or STA. LOCATION L.F. 143+40 H - Rt. I Zi9+44 - 137 +93 64.5 143+40 I - Lt. it 219+44 H - Rt. 1 Not to .Sca /e FIELD ENTRANCES 149 +33 T, 64.5 143+65 G - Lt. il + PENETRATION TREATMENT OVER 0.33 " 143+85 . H 50' Rt. I GRAND TOTAL 453 33+05 5.-W. CLOS ' A,TAQ1Nrop. L+ WIDTH TOTAL 129.0 143+85 K - Rt. '( REFERENCE COUNTY OF SAN JOAQUIN 10511-50 S.-W. Cor. Davidson Prop. Lt 12/ 444+10 F Rt. ii DEPARTMENT OF PUBLIC WORKS 120 +60 Bonelli plop- Lt. 12.+ 124 +90 S-W.Cor. Bonelli Prop. Lt 12+ 144+ 15 K Lt. ij SANTAE ROAD I6z +00 Lt 12' 7 144+40 I - Rt. 1 CONSTRUCTION DETAILS 166+50 Lt. Iz' 144+65 H Lt. 1 CONSTRUCTION NOTES 172 +00 Lt. ►t; - CULVERT LIST 187 +00 eta Lt. Iz 1 p 1 SUB-TOTAL 61 _ 4-+SATE 197 }50 Qt�r l.t. I2 !i DRAWN: APPROVED DATE DATE - R,Mullins NO DATE DESCRIPTION APPRD. SCALE: DRAWING NO. L. H. BRADLEY R.E. 7077 REVISIONS AS PlOted DIRECTOR OF PUBLIC WORKS i I I -y 5