Laserfiche WebLink
CCO 14 - Sheet 2 of 2 <br />"M" Line = <br />Exist Bridge <br />(Approx) <br />N <br />d <br />ttJ <br />00 <br />0 <br />N <br />r-o <br />In <br />Q0 <br />00 <br />Q I <br />C <br />Q) <br />C <br />Q) <br />C <br />Q) <br />I <br />4- <br />C: <br />C <br />Q) <br />M <br />C <br />Q) <br />Cn <br />C <br />4.-) <br />C <br />+) <br />C <br />4_) <br />C <br />C <br />Q) <br />C <br />Q) <br />+ <br />C <br />+.1 <br />C <br />ml <br />ml <br />m <br />m <br />ml <br />�I <br />C <br />Q)I <br />m <br />Q)I <br />m <br />Q)I <br />m <br />Q)I <br />m <br />Q)I <br />m <br />col <br />ml <br />a)I <br />a)I <br />m <br />U) <br />U) <br />U) <br />U) <br />1 <br />V ) <br />m <br />+� <br />cn <br />+/�� <br />i/�� <br />cn <br />�� <br />cn <br />(!a <br />U) <br />/N� <br />V) <br />+) <br />cn <br />X <br />LiJ <br />X <br />W <br />X <br />W <br />U <br />X <br />X <br />W <br />L J <br />X <br />W <br />� <br />X <br />W <br />V) <br />X <br />W <br />V J <br />X <br />W <br />X <br />W <br />X <br />W <br />X <br />W <br />X <br />W <br />X <br />Li <br />X <br />W <br />I <br />(311I <br />(311I <br />cam' I <br />W <br />! <br />(31 <br />cam' <br />(31I <br />W I <br />C-)"I <br />O'l <br />(::�'I <br />(:),'I <br />'III <br />(z)jI <br />(3jI <br />I <br />(31 <br />I <br />w <br />I <br />I <br />w <br />CD <br />QD <br />r-- <br />I <br />I � <br />rn <br /><C 0o <br />Q) <br />m <br />rn <br />00 <br />(� z <br />(3j <br />z <br />WWLOL <br />- <br />_I <br />0 <br />2+ 00 N <br />33+ 00 <br />r <br />I <br />0 <br />i <br />C I <br />I <br />° ` <br />1 <br />! <br />32+51.79 <br />32+81.04 <br />�I- <br />L0 <br />0 <br />a- <br />o <br />rC <br />o <br />a WWLOL - - <br />I <br />0 <br />CV <br />89.35 See Note 1 <br />0 <br />C) <br />0 <br />w w1 I W <br />CD CD ., CD <br />Ir7 d O-) in <br />I I -CoI � <br />rn () 0-) Q) <br />m 00 M 001 ~ I M 00 <br />C� I z (-:)j z N (3-I z <br />0 ^I 0 I 0 <br />`N 134+00 <br />°1 <br />i C s >2---o I 5'-0„± o <br />o I �► 0 j\33+59.04 b <br />-HT- <br />33+20.04 °' <br />I o <br />0 00 0-0 0 0 <br />U ~ CN <br />0 LO 0 7_ 2„t -)o I-- <br />o 1-0 0 <br />PILE DATA <br />N <br />Design Nominal Resistance (kips) <br />�, Location Pile Loading <br />Type (kips) Compression Tension <br />m Abut 1 Class 140 140 280 N/A <br />Bents 2-20 <br />24" PC/PS - <br />550 - <br />Octagonal <br />Bent 21 <br />24" PC/PS _ <br />550 - <br />Octagonal <br />s <br />U <br />Bent 22 <br />54" CIDH - <br />1210 - <br />o <br />Bent 23 <br />72" CIDH - <br />3030 - <br />0 <br />Bent 24 <br />72" CIDH - <br />3020 <br />C <br />Bent 25 <br />54" CIDH - <br />1290 - <br />0° <br />Abut 26 <br />Class 140 140 <br />280 N/A <br />N <br />tip <br />elevation Is controlled <br />by the following demands: <br />CDDesign <br />O <br />(1) Compression, (2) Tension, (3) <br />Lateral. (4) Liquefaction <br />I <br />I <br />w <br />I I <br />w <br />I <br />w <br />I <br />W <br />I <br />I <br />W <br />I I <br />W <br />cD <br />cD <br />cD <br />co <br />0 <br />CD <br />�- cD <br />CD <br />�- <br />�, <br />a) - <br />r <br />- <br />C <br />C <br />C <br />C <br />C <br />C <br />mQ) <br />c70 <br />m 00 <br />Q) <br />m 00 <br />Q) <br />m <br />00 <br />m <br />00 <br />M 00 <br />(:)j <br />Z <br />(Z)-I z <br />(Z)j z <br />(31 <br />z <br />(�-I Z <br />(z), z <br />0 <br />0 � <br />o <br />o <br />I <br />o <br />0 <br />,y5+00 <br />36+00 <br />0 <br />0 <br />o <br />I <br />0 <br />0 <br />N <br />00°22'44 W <br />i <br />i <br />i I <br />o f <br />i o <br />o f <br />I 0 <br />I <br />I <br />'i <br />I I <br />i►° i <br />I <br />0 <br />I <br />I <br />I I <br />33+98.04 <br />34+76.04 <br />34+37.04 <br />35+ 15.04 <br />35+54.04 <br />35+93.04 <br />36+32.04 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Remove Existing Buried <br />Concrete Arch Culvert <br />(2' opening) <br />PLAN <br />Remove Existing <br />Bridge (Stage 2) <br />Br. No. 38C-0032 <br />1" = 20' HYDROLOGIC SU IA KAARY <br />TABLE <br />Stage 2 <br />1Qn„ <br />!is/?nip> <br />Specified <br />� Cut-off <br />Design Tip <br />Elev. (ft) <br />Specified Tip <br />Elev. (ft) <br />Permanent <br />Steel Casing <br />Elev. (ft) <br />Tip elev (ft) <br />89.6 <br />44.6 (1) <br />44.6 <br />(1) <br />NA <br />98.3-108.9 <br />15 (4) <br />11) <br />(4) <br />NA <br />108.5-109.4 <br />30 (1) <br />(1) <br />NA <br />81 <br />10 (1) <br />10 <br />(1) <br />40 <br />60 <br />-50 (4) <br />-50 <br />(4) <br />35 <br />58 <br />-50 4 <br />-50 <br />4 <br />35 <br />88 <br />20 (1) <br />20 <br />(1) <br />NA <br />105.2 <br />60.2 (1) <br />60.2 <br />(1) <br />NA <br />i <br />NOTE: <br />U THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />a DESCRIPTION <br />{ ry Ave Vumaor u npruvernent I✓roje(;t <br />AS -BUILT <br />o I,;e_, . it Engineer - Mauricio Rivera, P.E. <br />Strl.i e Representative - David Franco, P.E. <br />Revd:) is By - 9/28/2021 <br />a: � ! .. i <br />REVISE STAGE 2 SPECIFIED PILE TIPS <br />0 <br />N <br />- <br />c`J <br />r-0 <br />W <br />N <br />N <br />W <br />N <br />C <br />m l <br />C <br />m 1 <br />4 � <br />Q) I <br />-+� <br />Q) I <br />(D <br />+ <br />Q) I <br />in <br />U) <br />X <br />�' <br />0 <br />V) <br />X <br />Q) <br />._J <br />C <br />� <br />+ <br />W <br />Uj <br />m <br />O-) <br />00 <br />X <br />W <br />X <br />W m <br />00 <br />X <br />W <br />_ <br />+ <br />� 1 <br />z <br />CAI <br />(�' I C� <br />Z <br />_ <br />(30 +- <br />() <br />U) <br />W <br />0 <br />0 <br />0 <br />0 <br />010 <br />0 <br />0 <br />0 <br />1 <br />0 0 <br />0 <br />3® <br />N <br />0 <br />0 <br />10 <br />0 <br />0 <br />01 <br />0 <br />0 <br />0(2) <br />G 0 <br />0 <br />0 <br />0 <br />c o <br />w <br />e <br />®®®®® <br />0 <br />0 <br />0 <br />0 <br />3 3 0 <br />0 <br />2) <br />0 <br />z <br />N cD <br />(D 0-) <br />m o0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3 0 <br />0 <br />3 <br />0 <br />Q <br />al <br />0 <br />01 <br />0 <br />0 <br />0 <br />0 0 <br />(D <br />2) <br />0 <br />z <br />O <br />a) a, <br />m 00 <br />Q <br />0 <br />Q <br />Q <br />O <br />� <br />0 <br />0 <br />0 <br />0 <br />v <br />37+J0 <br />l <br />38+00 <br />co <br />0 <br />0 <br />q <br />I <br />° <br />I <br />aj <br />I <br />1 <br />I <br />C <br />a <br />I <br />o\ i <br />i d <br />i <br />k I i � I I e I C_G Q <br />,1 I 1 I <br />c) 1 I 1 I I I I <br />\36+71.04 IP \37+ 10.04 <br />o 0 <br />0 0 <br />0 0 <br />Drainage Area: 1,050 square miles <br />Design Base Floc' ^f ! I ICArnF fl ior�nnninn <br />Flood Flood Re+ <br />Frequency 50-yr 100-yr > 10, <br />Discharge 8,000 ft3/s 8,000 ft3,/s 9,019 ft3/s 13,100 ft3/s 41,300 ft3/s <br />Water Surface Elevation at Bridge 81.4 ft 81.4 ft 82.2 ft 83.8 ft 89.8 ft <br />Flood plain data are based upon information available when the plans were prepared and are <br />shown to meet federal requirements. The accuracy of said information is not warranted by the <br />Counties and interested or affected parties should make their own investigation. <br />STAGE 2 - PILE DATA TABLE REVISIONS <br />(P \37+49.04 '� \37+88.04 <br />0 0 <br />0 0 <br />0 0 <br />LEGEND: <br />Q - Bottom of footing elevation <br />0 -- 24" Octagonal PC/PS Concrete Piles <br />- L_AIJL f IICJ <br />NOTES: <br />1. For pile layout see "ABUTMENT 1 LAYOUT" sheet. <br />2. For ground improvement details, see "GROUND <br />IMPROVEMENT DETAILS" sheet. <br />.. :ri/!F/�I��IiI�Fi./i/tom/Ji/t�'ll.iia�.... :.-r".l.�iy". .►�I�: �s'�I�J"#..-. .L�#iJ3'. . 1'... a,iL�'/.t�Il7�O��li��i�/il��/illl���':. Y�/E#r/.k .r. _-.IlY. llr�'.Ri.I�'�/e�lila� � <br />Bent No. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 <br />' I <br />Revised Specified <br />r Tip Elevation 23 18 18 23 20 20 20 20 25 25 25 25 25 23 20 20 17 15 15 20 0 1 <br />�.'.:.r'L_,�r,pscr.�'iar'J.:::.r'a+►.�:'.11a�/t'�i�I"i/��/'t'i�IJ�^1���•.�J�I"i�'/��/'i l�i�!'�l4=il�1l+/' �1���.IIL-i1�l.Dili#�!4'a#.Ii/1.a�'#�r/i'Rl.�ii/�Ia'i-illa'�iliAii"./i�/i+�'ii/i!-=ice'-tt�I�"J�� <br />BY DATE SCALE PREPARED BY <br />DF/TB 3/28/18 HORIZONTAL: DRAWN: H. SULLIVAN <br />VERTICAL: J. FREKING <br />DESIGNED: <br />INCHES <br />I I 1 CHECKED: N. CALDERONE <br />it 21 30 4I APPROVED: 0. BROWN <br />I <br />MILLI M E4RS <br />DATE <br />09-29-16 <br />AECOM <br />09-29-16 <br />AECOM Technical Services, Inc. <br />09-29-1 <br />6 <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />09-29-1 <br />6 <br />T 916.414.5800 F 916.414.1557 <br />0 R� <br />03/28/2018: Issued to Construction. -David Franco <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />Fy <br />� c <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />NoORIN C48859 a, <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) * Exp.CIVI7-18 <br />sT CIVIL P <br />('Y 9Tf OF c ALOE I�� <br />FOUNDATION PLAN NO. 1 -STAGE 2 <br />L <br />►, <br />DRAWING <br />6-1 1 r 0 <br />OF <br />S-153 <br />SHEET <br />it) t-k <br />