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<br />MRO ENGINEERS INC. AND COUNTY OF SAN
<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 />PLAN SHEET.
<br />BRIDGE
<br />76-1 p __
<br />22'-,%"f A 22'-, -
<br />2'-0" 811-51 TUBULAR HAND
<br />`CLOSURE - RAILING, TYP �n
<br />POUR -
<br />�B`11`11-54 CONCRETE BARRIER
<br />TYPE 26 (MOD), TYP
<br />\ \ PREPARE EXIST BRIDGE
<br />/ DECK, SEE NOTE 2, TYP
<br />� \ \ SEE NOTE 4
<br />1 �
<br />� \I
<br />� u u
<br />v Yd v Is i
<br />all
<br />5"0 UTILITY OPENINGS FOR
<br />- - - FUTURE UTILITY OPENINGS ON
<br />NOTE: MIDSPAN REINFORCEMENT SHOWN, SEE STANDARD PLAN 611-54 WILL
<br />'SLAB REINFORCEMENT" AND "SLAB REINFORCEMENT DETAIL "A" NOT BE PROVIDED, TYP
<br />n DRILL do BOND J5
<br />X 1'-11" DOWEL IN
<br />10- DEEP HOLES,
<br />18, TYP
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<br />X 1'-7" DOWEL IN SLAB THICKNESS
<br />�-- 10" DEEP HOLES
<br />® 18, TYP
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<br />DETAIL "A"
<br />SCALE: 3/4" = 1'-0"
<br />EXIST REINF
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<br />z
<br />_ 2'-0"
<br />CLOSURE
<br />POUR
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<br />16'-0"t
<br />16'-0"f
<br />TOP OF SLAB I
<br />CONC
<br />1'
<br />LONGITUDINAL -6}�" 1 " MIN POLYESTER
<br />#4 REINFORCEMENT SLAB THICKNESS CONC OVERLAY
<br />SEE NOTE 1.
<br />A.
<br />Av—
<br />REINF "BAR CHAIR' SEE
<br />SLAB REINFORCEMENT BOTTOM OF SLAB L15
<br />DETAILS' SHEET LONGITUDINAL
<br />REINFORCEMENT, SEE
<br />NOTE 1.
<br />ti
<br />TYPICAL SECTION
<br />SCALE: 1 /2" = 1'-0"-------------------
<br />#4 x 3'-0"
<br />TOT 8 PER SCUPPER
<br />B 5-#4x5'-0
<br />SCUPPER, SEE
<br />"GENERAL PLAN"
<br />FOR LOCATION
<br />b ti
<br />EXISTING SLAB
<br />DETAILS" SHEETS FOR SIZE AND PLACEMENT.
<br />•
<br />8 - #4 x 3'-0' CENTER q SCUPPER
<br />0 SCUPPER 5"
<br />#4 x 5'-0 TOT 5 � I
<br />TOP OF CURB I
<br />FLOW LINE
<br />FACE OF CURB
<br />TOP OF POLYESTER `I
<br />CONC OVERLAY �
<br />TOP OF EXIST
<br />DECK SLAB I
<br />E0 ID Ad
<br />X
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<br />X
<br />00
<br />01*
<br />11 :
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<br />N
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<br />o -
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<br />N TYP
<br />IST SLAB
<br />0
<br />FYI NOTE
<br />l cq 0 `" 1. FOR LONGITUDINAL REINFORCEMENT SEE "SLAB
<br />REINFORCEMENT" SHEET. Z
<br />2. PREPARE
<br />ISTING BRIDGE DECK BY BLASTING Q
<br />Z AND CLEANING THE AREAS UNDERNEATH THE OVERLAY �
<br />AND SIDEWALK. �
<br />i 3. FOR FALSEWORK RELEASE AND CLOSURE POUR
<br />a NOTES, SEE "CONSTRUCTION STAGING" SHEET.
<br />oSECTION A — A 4. CURB HEIGHT TO BE 8", MEASURED FROM TOP OF �
<br />� SCALE: 3/4" = 1' OVERLAY. THE POLYESTER CONCRETE OVERLTHE CONTRACTOR SHALL VERIFY ALL CONTROLLING v
<br />o FIELD DIMENSIONS BEFORE ORDERING OR N
<br />FABRICATING ANY MATERIALS. o
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<br />o Q REHABILITATION �; R � MRO Engineers, Inc. �ESsi SHEET N0. W
<br />eIVI LS ®N WAY BRIDGE NO. 29 C 04A 2202 Plaza Drive
<br />0 MIL A I;d6 V Ilum„Ild.�al��l �l al luulll lr�nl ll �l.ul l .Ill �lar�olra l�ll�n ��lnll lil�
<br />COUNTY OF SAN JOA UINACROSS STOC KTO N DIVERTING CANAL Rocklin, CA 95765 y �
<br />i Phone (916) 783-3838 � Ronald L Rivett � � 6 }
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