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<br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT y
<br />BE RESPONSIBLE FOR THE ACCURACY OR
<br />COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />EDGE OF PI AN SHFFT-
<br />6'-0" DECK
<br />MIA
<br />CIP REINF EXIST REINF
<br />CONIC SLAB VIA, CONIC SLAB
<br />STRUCTURE APPROACH _
<br />n-A— Z
<br />SLAB SEE "STRUCTURE 86-21 TYPE A SEAL TUBULAR HAND B11-51
<br />APPROACH TYPE EQ(3)" - MR=1" - RAILING, TYP
<br />SHEET FOR DETAILS _
<br />END FACE OF EXIST ABUT 10" 15 EQUAL SPACES = 15'-0"
<br />�-+ CONCRETE BARRIER
<br />it -on ABUT Al �� TYPE 26, TYP B11-54
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<br />SEE "TYPICAL SECTION
<br />I 1 SHEET'~ FOR DETAILS
<br />5 do5 (^� 0r� 0
<br />o �0' 1 " MIN AND VARIES TOP OF EXISTING 1
<br />t I 1* MIN AND VARIES POLYESTER CONCRETE v- "
<br />POLYESTER CONC OVERLAY l OVERLAY .I ABUTMENT IN 12 DEEP HOLE
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<br />TOT 64 EACH ABUT a
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<br />APPROACH TO EXIST h 0 0 J5 IN 1 -0
<br />ABUTMENT ��i� j\���/\i \ J W ® DEEP HOLES TOT 8
<br />SEE "STRUCTURE \ / � \ �
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<br />DETAILS" SHEET - ___- _ "
<br />C� - - i. J5 IN 1 -0 o cn
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<br />I^ CORBEL
<br />BACK FACE OF ABUTMENT
<br />NOTE: � I
<br />EXISTING WINGWALL AND PROPOSED
<br />WINGWALL NOT SHOWN.
<br />SECTION B — B NOTE: �c>
<br />2" = 1'-O" EXISTING ABUT 1 EAST SIDE SHOWN, DETAIL SIMILAR FOR EXISTING
<br />SCALE: 1
<br />/ ABUT 2 WEST AND EAST SIDE. SEE "ABUTMENT DETAILS N0. 2" ----
<br />SHEET FOR ABUT 1 WEST SIDE DETAILS.
<br />EXISTING ABUTMENT STRUCTURE APPROACH SLAB CORBEL
<br />DOWEL PLAN -
<br />a
<br />SCALE: 1 /2" = 1'-0"
<br />CIDH PILE _
<br />10'-0" TRANSITION 10'-0" TRANSITION to
<br />to
<br />SIDEWALK AND CURB FACE _ END OF EX{STINI � SIDEWALK AND CURB FACE
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<br />24"0 CIDH
<br />CUTOFF ELEVATION
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<br />CONCRETE BARRIER ' BENT �- J5 O HOOPS
<br />TYPE 26A (MOD), SEE
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<br />-vt 111 I ii ►I!I FOR IMPACT"TYPICAL SECTION"
<br />SHEET FOR DETAILS ATTENUATING4w i SYSTEM SEE
<br />FLOWLINE 0 > ROAD PLANS �I �I ; + -C-
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<br />SEAL --- I S
<br />FACE OF CURB
<br />_-_ _-
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<br />J P Q
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<br />6" MIN CLASS 2 I —T
<br />HORIZONTAL REINF WINGWALL. EXIST VERTICAL ELEVATION
<br />a STRUCTURE APPROACH AB OVER NATIVE SOIL I TO REMAIN. SEE "ABUTMENT AND HORIZONTAL REINF TO 6'-9"f
<br />DETAILS NO. 2~ SHEET. REMAIN. SEE "ABUTMENT - = I I I WINGWALL PORTION SCALE 3/4" = 1'-0"
<br />�, ( I DETAILS NO. 2" SHEET. TO REMAIN
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<br />N SEE NOTE 1 v '�-� 2 4-" CIDH ABUTMENT PILE DETAIL
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<br />NOTES:
<br />Y VIEW D—D VIEW F—F "
<br />3 SCALE: 1 /4" = 1'-0" SCALE: 1 /4~ = 1'-0~ 1. FOR DRAINAGE DETAILS SEE STRUCTURE APPROACH DRAINAGE m
<br />DETAILS" SHEET. w
<br />SECTION C — C 2. FOR LOCATIONS OF SECTIONS B-B AND C-C, AND VIEWS D-D
<br />3 " " AND F-F SEE "ABUTMENT LAYOUT SHEET". 0
<br />SCALE: 1 /2 = 1 -0 THE CONTRACTOR SHALL VERIFY ALL CONTROLING 0
<br />N FIELD DIMENSIONS BEFORE ORDERING OR N
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<br />o MRO Engineers, Inc. Q Ess� SHEET NO.
<br />WILSON WAY BRIDGE NO.29C-048 REHABILITATION M-- �,
<br />2202 Plaza Drive _ 1111111111,111111111111Y1111I 111111III11II 11111111111.IYI IIIIII III IIu.111111 0
<br />Rocklin, CA 95765 ar
<br />N COUNTY OF SAN JOAQUIN ACROSS STO C KTO N DIVERTING CANAL% Phone 916 783-3838 � Ronald L Rivett �, 13 °°
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<br />Z ( No. C031269 ABUTMENT DETAILS N O. 1 a
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<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE www.mroengineers.com ,r��l C10- zo
<br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAAN 1/06/06 �LII ��d k& ENGINEERING - PLANNING - SURVEYING FOF cA ��► 22 3
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