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p <br />Q <br />0 <br />N <br />..�WWLOL <br />I <br />I <br />I <br />I <br />E0D- - <br />33'-9" <br />Stage 1 Construction <br />00 <br />-I <br />r", <br />N <br />(50 <br />1 <br />O <br />o <br />N <br />� <br />00 <br />V) <br />U, <br />3r <br />u7 <br />r-- <br />! <br />cn UXJ <br />M <br />L <br />BO-5 <br />5-2 Const Jt - <br />rBO- <br />5-25 Const Jt <br />M <br />INTERMEDIATE WINGWALL FOR STAGE 2. <br />TOP OF WALL IS 3' BELOW FG. <br />Crown Line <br />18'-0" <br />21 '-0" <br />PLAN <br />1 /4" = 1'-0' <br />r Crown Line <br />100, <br />—2% <br />I- _v <br />ELEVATION <br />1 /4„ — 1 ' —O, <br />Class 140 Pile, Typ rBO-5 <br />� Const Jt --� <br />5-2 <br />i <br />- -' <br />L <br />cn <br />0 <br />Q � � <br />Crown Line <br />FG <br />-4—. <br />— Abut 1 <br />- T <br />1 <br />Line <br />I <br />LAf <br />44' — 8 5/8" <br />Stage 2 Construction <br />"M" Line <br />---- "M" Line <br />­V_ <br />o- <br />Abut 1 <br />i <br />-4-- <br />Abut 1 — <br />Pile <br />1' 3" V-3" <br />I <br />#8 Tot 3 --- <br />COnst <br /># <br />0 4 , tees <br />@ 12 vertical <br />12 horizontal <br />r <br />6'-0" <br />--- # 7 _ 12 <br />#8 /� @ 6 <br />I <br />Main slab <br />Reinf <br />7mfer <br />..___ E 0 D r 1� <br />I , <br />#5 @ 12 <br />Geocomposite <br />Drain, see Note 1-, •� <br />#8 Tot <br />FG or OG <br />Top Of pile = =�_ Q) <br />pile cut—off Elev 4 '1 \ �� CD <br />a° <br />� I <br />� � U <br />---------� Class 140 Pile <br />B2-5 <br />Abut Pile N <br />0— <br />SECTION A --A <br />3/4" = 1'-0' <br />NOTES: <br />1. For drainage details, see details on "MISCELLANEOUS DETAILS" sheet. <br />2. For wingwall details, see "ABUTMENT DETAILS NO. 2" sheet. <br />McHenry Ave Corridor Improvement ProjU�,L <br />U <br />-B I A T L <br />= 3 Spaces @ 8'-9" 8'—9 8'-9 6'-9 2 Spaces @ 8'-9" <br />== Resident Engineer - Mauricio Rivera, P.E. <br />! 2'-0' <br />Structure Representative - David Franco, P.E. <br />N NOTE: Revisions By ���-- 9/28/2021 <br />� THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD PILE LAYOUT - <br />0 <br />CD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1 /4" = 1'—O' <br />i <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE C1. U N SAN JOAQU I N COUNTY PUBLIC WORKS 6 DRAWING <br />P <br />o DATUM: �� p F q <br />U HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 �Lcom /�`� �Fy S-115 <br />VERTICAL: DESIGNED::McHENRY AVE CORRIDOR IMPROVEMENTS W ORIN A. BROWN m O F <br />71 0-0 > J. FREKlNG 09-29-16 AECOM Technical Services, Inc. T / No, C48859 <br />a _ 0 1 2 s <br />— ADD CONTRACTOR FUNDED WINGWALI. ADKO 02/08/18 I I I I I A. VOSOOGHI 09-29-16 2020 L Street, Suite 300 * Exp. 09-30-18 5-153 <br />—� co CHECKED. McHENRY AVE BRIDGE OVER STANIS�AUS RIVER REPLACE <br />� "' _� AS SHORING SYSTEM FOR STAGE 2 INCHES Sacramento, CA 95811 > sr9T Clvl� ��� SHEET <br />0 10 20 30 40 50 0. BROWN 09-29-16 T 916.414.5800 F 916.414.1557 _ P F of CA0i <br />cn .� -� (Submittal #72-r1) I I I I I I APPROVED: qr - . �• <br />0 FILE No. : — -- - MILLIMETERS F ® R ABUTMENT 1 LAYOUT 119 of 17 6 <br />-4—. <br />— Abut 1 <br />- T <br />1 <br />Line <br />I <br />LAf <br />44' — 8 5/8" <br />Stage 2 Construction <br />"M" Line <br />---- "M" Line <br />­V_ <br />o- <br />Abut 1 <br />i <br />-4-- <br />Abut 1 — <br />Pile <br />1' 3" V-3" <br />I <br />#8 Tot 3 --- <br />COnst <br /># <br />0 4 , tees <br />@ 12 vertical <br />12 horizontal <br />r <br />6'-0" <br />--- # 7 _ 12 <br />#8 /� @ 6 <br />I <br />Main slab <br />Reinf <br />7mfer <br />..___ E 0 D r 1� <br />I , <br />#5 @ 12 <br />Geocomposite <br />Drain, see Note 1-, •� <br />#8 Tot <br />FG or OG <br />Top Of pile = =�_ Q) <br />pile cut—off Elev 4 '1 \ �� CD <br />a° <br />� I <br />� � U <br />---------� Class 140 Pile <br />B2-5 <br />Abut Pile N <br />0— <br />SECTION A --A <br />3/4" = 1'-0' <br />NOTES: <br />1. For drainage details, see details on "MISCELLANEOUS DETAILS" sheet. <br />2. For wingwall details, see "ABUTMENT DETAILS NO. 2" sheet. <br />McHenry Ave Corridor Improvement ProjU�,L <br />U <br />-B I A T L <br />= 3 Spaces @ 8'-9" 8'—9 8'-9 6'-9 2 Spaces @ 8'-9" <br />== Resident Engineer - Mauricio Rivera, P.E. <br />! 2'-0' <br />Structure Representative - David Franco, P.E. <br />N NOTE: Revisions By ���-- 9/28/2021 <br />� THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD PILE LAYOUT - <br />0 <br />CD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1 /4" = 1'—O' <br />i <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE C1. U N SAN JOAQU I N COUNTY PUBLIC WORKS 6 DRAWING <br />P <br />o DATUM: �� p F q <br />U HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 �Lcom /�`� �Fy S-115 <br />VERTICAL: DESIGNED::McHENRY AVE CORRIDOR IMPROVEMENTS W ORIN A. BROWN m O F <br />71 0-0 > J. FREKlNG 09-29-16 AECOM Technical Services, Inc. T / No, C48859 <br />a _ 0 1 2 s <br />— ADD CONTRACTOR FUNDED WINGWALI. ADKO 02/08/18 I I I I I A. VOSOOGHI 09-29-16 2020 L Street, Suite 300 * Exp. 09-30-18 5-153 <br />—� co CHECKED. McHENRY AVE BRIDGE OVER STANIS�AUS RIVER REPLACE <br />� "' _� AS SHORING SYSTEM FOR STAGE 2 INCHES Sacramento, CA 95811 > sr9T Clvl� ��� SHEET <br />0 10 20 30 40 50 0. BROWN 09-29-16 T 916.414.5800 F 916.414.1557 _ P F of CA0i <br />cn .� -� (Submittal #72-r1) I I I I I I APPROVED: qr - . �• <br />0 FILE No. : — -- - MILLIMETERS F ® R ABUTMENT 1 LAYOUT 119 of 17 6 <br />