|
YI, I Y Il.lAll, JI I 11 111, II'd iY1 I1 I I I IIlI III II 'IYl�illlllY YaIe,YI !' III III I I .II.II. i,.l.IYI :Il ull ull llul I IaIY�Ili�ll YIYIIII lllllu I YY I ��ldu hll IIIIIIII IIII. YI11 i.Il h,li 11'IYI I I..Iilll i III II uIIYI IIYI' IIIu,l I�llliiloI IIIIII,IY I II��JIIIIII lil.lL IIL dI��rllY .lx®d �l d ,a I II Illl�ldllIl.11 Iillwuml Yl Y
<br />d I �WI, I delliIlllln l..II III i lellu I Ol Ll I1l Ill ll IIII YI II l ol 11
<br />YI ll m Ilull laI I i 1tlY III lu� I Ill u IYI �� lud I '1YII Yae�l AlIII I I IY l oe l Y �I ��Il l� I I.I lI�Il LI�ellrY II. len�a. w��lYI�I I ull I Yl eliull IYdl ll III IleIull llAl.aulluudl�4lo�u�Iu. I,n1 PmOJYIe dwJIYJd�IIh JIIdI I LJ Il a.la 61d hl I I YIIIIli 11..IIY VII11I.Ia a Y Yl ,I I IJ.11, „ Ill 1Yl h., II IIIIIIYI id A I I I . II III IIIY I I II YelYll .1.L.eII III 11.11 ill, ., .
<br />°'I aN1V.P' t
<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 />"SEE ROAD PLANS
<br />»
<br />TRANSVERSE CONTACT JOINT, #5 ® 18 -�
<br />MATCH EXISTING OR PROPOSED
<br />PAVEMENT. SEE NOTE 5 -�6 12 iv5 ®18
<br />J
<br />#6 ®6J N #5 ®12 #5 TOT
<br />J5x2'-4"®12
<br />NOTE: APPROACH SLAB AT NEW ABUTMENT SHOWN
<br />APPROACH SLAB AT EXISTING ABUTMENT SIMILAR
<br />q ABUT
<br />,5
<br />��- SEE NOTE 2 AND 66_21
<br />I* MIN POLYESTER
<br />CONC OVERLAY
<br />1
<br />APPROACH SLAB REINFORCEMENT
<br />10'-0"
<br />I�
<br />w
<br />BB OR EB_
<br />2'-0"
<br />1'-0" -
<br />JOINT SEALS 86-21
<br />AL SEAL
<br />z
<br />% ABUT AA
<br />Y
<br />0
<br />�
<br />W
<br />=
<br />U
<br />m
<br />oin
<br />U
<br />z
<br />a & FACE OF
<br />CURB y
<br />00 cL
<br />1
<br />czn
<br />ate=
<br />F-
<br />0
<br />. .. . ..... .
<br />PLACE Y4" HARDWOOD BETWEEN
<br />SLAB AND CURB, WITH SMOOTH
<br />SIDE TOWARD CURB
<br />NOTE: REINFORCEMENT NOT SHOWN FOR CLARITY
<br />DETAIL A
<br />SCALE: 3" = 1'-0"
<br />1
<br />1/2" X 3Y"
<br />X"'MALLEABLE CONTINUOUS
<br />IRON OR STEEL RECESSED KEY
<br />COUPUNG NUT 'B" BARS
<br />./ '-sop �
<br />-y4" ROD X 1'-0" 6- 3- C" »
<br />0 12, THREAD ONE �— A BARS
<br />END
<br />15" MIN
<br />LAP
<br />6" 3'
<br />STAGE 1 STAGE 2 STAGE 1 STAGE 2
<br />z DRILL AND BOND 1x» X DRILL AND BOND �» �5 X 20" ®12
<br />INTO 6" DEEP
<br />HOLE X 20" CONTINUOUS INTO 6" DEEP HOLE
<br />NRECESSED KEY
<br />z �
<br />U6- 3"
<br />EXISTING
<br />STRUCTURE
<br />STAGE 1 STAGE 2 APPROACH NEW CONST.
<br />LONGITUDINAL CONSTRUCTION
<br />JOINT ALTERNATIVES
<br />NO SCALE
<br />1. FOR DETAILS NOT NOTED OR SHOWN, SEE STRUCTURE PLANS.
<br />2. ADJUST BAR REINFORCEMENT TO CLEAR A SAWCUT FOR SEALED
<br />JOINT, WHEN REQUIRED.
<br />8 3. SRECE TO FORCEME AVOID EXISTING PRESTRESS ANCHORAGES AND MAIN
<br />(0
<br />NOTE: APPROACH SLAB AT EXISTING ABUTMENT SHOWN
<br />4.
<br />LONGITUDINAL CONSTRUCTION JOINTS, WHEN PERMITTED BY THE
<br />i
<br />APPROACH SLAB AT NEW ABUTMENT SIMILAR
<br />ENGINEER SHALL BE LOCATED ON LANE UNES.
<br />o
<br />5.
<br />TRANSVERSE RANSVERSE CONTACT JOINT SHALL BE A MINIMUM OF 9 FT FROM AN
<br />EXISTING OR CONSTRUCTED WEAKENED PLANE JOINT.
<br />.47
<br />N
<br />APPROACH SLAB DIMENSIONS
<br />6.
<br />FOR TRANSVERSE CONTACT JOINT WITH NEW PCC PAVING, REFER TO
<br />SCALE: 3/4" = 1'-0"
<br />STANDARD PLAN A35-A.
<br />3
<br />0
<br />7.
<br />COUPLERS ARE REQUIRED FOR STAGE CONSTRUCTION.
<br />M
<br />N
<br />8.
<br />END ANGLE OR PLATE AT BEGINNING OF BARRIER TRANSITION, END
<br />°P
<br />OF WINGWALL OR END OF STRUCTURE APPROACH AS APPUCABLE
<br />m
<br />N z
<br />a
<br />Z
<br />Y
<br />of m
<br />O
<br />a�
<br />w
<br />rn
<br />v
<br />m
<br />T o
<br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING v
<br />o FIELD DIMENSIONS BEFORE ORDERING OR N
<br />3 FABRICATING ANY MATERIALS. o
<br />(M0 I 1, 11 1, 11 IY,IIJII 1 Y 'ill 11 1 AIL I11 1 IiIII'm 'Y 1 1—I.111 A 1111.1JI I1, Ah, I t IWIIlI Ili Ill ill II.III.II 1I I 111 1111A 11111141111 11 1 III .IIill Ifll Yil I IAL1111IIll ill IYI ,11 111 1 11 Yl uil 11, IYI IllYIId1 111 'II I II 11, 4 J-Ill 1 IIill IIJAll Ill, I JI "Ii "Ili! III 1 11. 1 LI 11, 1, I'lIIIII a, .1'. Al IIII I IYI I lllI I I�I I. \II II.IiIIa III IIY Ill 1 Im� I 111 Yul ol, I 111
<br />1.11.14 �III JII� I, � IIYIYIiY� I IY 11i l ll i,I I II, I Y I
<br />ul I 111����Ilil I II IIII II �I 141II aill I 1
<br />II III LIIuII�YIII � dYll�l J �leI III II l lel I Y i I tlill lJllll1111 I II ...�. IIII IIliIII�eI I I. IJII II�IY IIYiII� YIYYY.J�I�IllYIIL��IiI I QLIJIIU II I..II �,lI lli�lI
<br />IIIIllll lulilYiI�II1rill IYIII4ullll l�Il l.I.I I.YIil6�llI I All, ilmAlil llIllli wl IIII I III ,I I�II.IIIUII �IIY�lll Il �lJIiIIt ul II IIII
<br />�Y YIIIIIYIdlliuilll llili i ll11I elI'll ll"All wi l'IiI, ul YIII 1, 11 III liilu Iml 1111 nmJl I 11 ul nlIl lm uIIIII I YIIIIYIwnIIIIIIIIuIIIIIIIII
<br />II IiI111
<br />h
<br />NM R 0MRO Engineers, Inc. SHEET N0
<br />-
<br />YWILSON WAY BRIDGE NO.29C-048 REHABILITATION 2202 Plaa Drive IIIIlYm ldlilu III II11
<br />COUNTY OF SAN JOAQUINTIN ANAL Rocklin, CA95765 STRUCTURE APPROACH 20 °°
<br />ACROSS STO C KTO N DIVER G C Phone (916) 783-3838 Ronald L 269 }
<br />z � No. C031269 � Q
<br />JI uJ l , ill 1 1".dud. III. "I Ydl hill 11 I'll II nu All neuIll IlYll 1,uullllllld 111 JY"mIIII .LEII J!.JIL 1, 111111111 111 1111 11, 1141,111 Ill wI nelJIu tliIII, IkYL I .J 11111 1111111kI IIL, IIInAYeI Ill 11 AIll l Ill I II IY 0e'�.dl ee IIIY JIIW .'1 Ili !,, I uII.I�iI III 41 I l YII II 1 1, 1 ll11 . Ii "I''Al, JI IIII IIIll
<br />Fax (916) 783—
<br />5003 * EV.12 31 o� * MISCELLANEOUS DETAILS of 3
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE www.mroengineers.com �y'l c+v %- �,�� o
<br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAAN 1/06/06 _ �io / ENGINEERING - PLANNING - SURVEYING FOF C" E �06 22 3
<br />I lii lllud LL..laa.0 ..Y' — I OYlduolei lll'llY udel u111 1, 1 .. I l l u1111Y1 n6FA.11u aI A& hr
<br />, A IIn. II lu �� �. a I4 I el YJYIeuYLul ,�i Il lllu ni IIII IIIIII �.oI IIII u.e� IIIL I IIII .. � � � �� I.. �.I��I u�ll�u la mu�mwY�Y3 uu �Iln II. In lldll _1 �. lau....I Yu uul al,nYl Y��I I�IiI LI�Im,�d�ul �Ilo,m lm �I�uludu In Yudl nl�oll ull�Il Y�Y1 dd��IwIII�IIoIlYadl �Yl eld
<br />]6 uYJIII IIYI,I.I��'Y ICI IIIIII ill �IiYl Auld l.11 Ili ��InIlY�111� i6elii�II IJ Ill liliilll l��Y IIIIY YiIUII �II�iYI Illua nl. �u�iYlYl IIII ll �u�lll lu,Ill�IeL II �lui l��I ��IYIIIIJi�Im �ul��e011111u0�1I1 Jl ll lYlu�l�lu li Y��I i��i ill��ll llllul�Ifilluell�llie llliul�l�lll ll luul liu�i YIa11111uLiliLIII�I �IIIu�iY�llll�ll.I�Ylul u�u��I��II IY,IYll id110V II �II��iu ill�Jul ll l4liell lll�lll��inl ICY II II r61�dIUI�IBdI� IIY 111 I.
<br />WIRA, 'Brid4le,?fW*3 I k It -
<br />
|