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j I I 'I I I "I I I 1 11 1 1., 1 1 '1 , 1. 1 1 l 11 1., 11 1 11 1 1 .111 1 1 , 11 1 1 11 1 1 , 1 11 1 .1 1 11 1 1 1 1 1 1,1 11 1 11 1 11 . 1 1,11 :1 1, 1 1. b, I 1 1 ''1 11, Ill I I 111 111 1
<br />t A B UTMEAI T
<br />/O If W/A16WAL L
<br />T YA/CAL Z" CY EAR
<br />SEE XWEEr dw DETAIL i TYP/CAL
<br />0.. CLEAR
<br />TYpIcAL
<br />QEA/T 45
<br />2-�W/O- COAlrIAIZIOUS
<br />7 @ /8 = 40=0"
<br />1
<br />I
<br />' 1 1
<br />I ,y 5 ! 0"
<br />9-O"' 7 !O"
<br />/VOTE
<br />r04 RvAlr RCEMENT TO BE JALICED 4T it JPAAI
<br />WAIEA/ NECESSARY.
<br />s.•Q•. 61 O N
<br />1 -
<br />1
<br />f - - t
<br />— 1 -
<br />ik\,e- /O COAIriA/uovS \&r P/8= ?4=3" EDGE OF JL48J
<br />ABUTME/VT 4`6
<br />NOTE
<br />BOT TOM R loI?CEI►MENT TO BE SPL/CEO AT
<br />t BENT N/I,/EN A/ECESSARY.
<br />AS ,0"
<br />EDGE OF .tL 445 -�
<br />6- 0"
<br />3=6"
<br />W 7 0. /B =- 3/' 6'v
<br />5 ab /8 = Oi
<br />l
<br />iw9 w /8"— /B-0"
<br />1
<br />B EA/T '4 B ENT A`3 c ENT W d?
<br />A( 6 @ /8"- J' =3" > 7 CD /8"- 40 = 0"
<br />20�Oy /O is /8°-?O-0~ N
<br />r r
<br />S =6" .5=6" S=6" 5=6" SRO •• S : ro
<br />/OtQ" t /Ot 0" /0I0" 9!0
<br />N
<br />TOP REIAIFOR CEMEN T
<br />SCA11 LE•. io'/}'
<br />et O"
<br />-71
<br />1
<br />1
<br />w
<br />- 2~CLEAR, TYP•
<br />BENT �4 �T i� /8 = 3/=6"
<br />A,9p/8"— /B=0"
<br />BO T TOM 1. 12EWFORCEMEN7
<br />SCALE•" _ /'-Qa
<br />6 _0" .30
<br />i
<br />6 - 0" ` . 0"- -
<br />f
<br />rl
<br />11 '
<br />#9d* /8 = /W011 At 74P /8
<br />BEAT ;V3 *8 dD /W - 23- 0, .QEA/T ' 2 s /e" — Zo . o"
<br />� ! @ /13145"� #� 9 is 146 — /6 : 6••
<br />�4aUTMEA/T '�`/
<br />1
<br />v - ro f �
<br />'i`
<br />�a
<br />�TUsE CORNER
<br />TDM SLAB
<br />1
<br />/O' WI/VGWA LL
<br />T YP/"/-
<br />JEE SWAT 20 FOR DETAILS
<br />,4 !3(/TME 17 A`/
<br />Jo! 0" 30=0" joto"l' 1 �. 2Z=6•.
<br />Xm-
<br />/= _ 3 =Q'+ 3-O" #4 SPA Cl P /g'° �3"O'" 31 & 9, TOTAL /O /A/ CAP TOA, 7YP. 3'0 ,_,�,3 �O� U 3=0_ .�=
<br />�- �— - 4 SPACERS 0 /8"
<br />4 S°04CERS & /B �Y4�BQR C</A/RS SPACED AT " 4 SPACERS /8y
<br />3 - T44NSVERSELY AND 42 `4 5.0.4CERS @ /B
<br />CZ EAR I LOA(G/TLID/NAL LY, 7YP/CAL / 9, TOTAL /O /it/ CdA BOTTOM, TYp
<br />} - - - - - - ---- u �.... /_.1—�:� r• \. �----r� r - v - - �� .' . '� ,+d�T, TOT.dL 4 /�t/ CAP
<br />/"\ , /`� .mot' /� �` !�. n v /`� . /' [10, ] 1� .1�. .
<br />TOA, TY�0
<br />#5 D/ST. WS DIST. BARS is 130C.-C. #S DIST. I #5 01ST. :&5 D/STR/BUT/ON BARS & /3"C-C #5 D1ST. JV5 D/ST. &5 D/S7"R/BU710A/ BARS GQ /3" C-C A(5 DIST. #5 D/ST. #5 D/s'T. _#SD/JT. 5 D/JT. B°GRS� /3" C-C # 5 D/.fL ,
<br />/ ^, • s N — a a ; , /1 , " �,—ram-�� -- 1��r[ �— , N ! Nam— — - . • , v . r , �. N4RJ�°/8' I r �R � J. "
<br />2-32 !� �B.4R,T�/8 A4RS•/8 2-3r j2_9" SARSP/B C-C BARS C�/8 _ 2-9 �-9 B4RSp /B C-c BARS/gCC �Z-9 - QARS016 C-C �S DST. B°QRS B'�as�/er{ �2'-fl�I�23� �� 2-32
<br />1 c.
<br />0AB
<br />7,' TOTAL 4 /A/ CQD
<br />" /5- 2 7-5 7-5 /5-2 7-S 745/S-2%� 7- 5 S -.iS //-// 5-3; BOTTOM, TY�?
<br />ES: BEA/T'�4 `ENT /
<br />NOT t3E�(1T '�3 BE�t/T 'x'"2 UTM
<br />/. D/Srg1,9Ur/ON STEEL SA.4Cl ME4SU5eED 4L0,t/G
<br />� I 11, :.,�� �� :.�: : I I. ,,, i:III ::,.�. �::,� � , , �. � �:�.� � � � �.,, � � �, : „�, � � �W : 1. �.��, ����:.�� ��� � ��� ,��:�� :.���:�•. . � ���� �„
<br />.. R04DWdy
<br />State of California
<br />2. l DISTRIBUTION' STEEL PZ4CE0 ,04R4LLE1_ ro of Bewis - THE RECLAMATION BOARD
<br />ABUTMEA/T Al6 BEd/T 05 ��STQ�B„ „ T�O� ., „
<br />T
<br />SCALE: J. ROQ Df 4/L S, SEE /IE T ,
<br />° O CEM,E/V U �QE/NF �Q
<br />E - _ /
<br />4" -0 BEAR CREEK PRD✓ECT
<br />COUNTY OF SAN ✓0,4Q!//N
<br />GEAIERAL NOTES WEST ��NE ROAD BR
<br />it ��ilCi l_LAi—,fn:�nIaai i�eiu.: �lwidtl � 1 �Ylwxi�mJ �uG�I lotli�i.�i4�i siadii�liilJ��li���l il��.��i�iui l�ulJ�it i�.�l
<br />OTAND4 R. e
<br />/. S AT BEAR CREEK
<br />D CONTINUOUS J AS SP4N, UNIFORM DEPT<,/, STlJTE STEEL /N COL[/MNS4S SI,IOWA/ ON DRAW/�t/GS. 64ClC/A/G T. CO/VCQETE /A//S/,/
<br />of C4L/FORN/A DEP7 OF AUBL/C WORA(S DIV1J`10A1 OF FOR LOOKS 4ND BENDS /S 2 D/°4METERS. BARS /A/ TOAD Dill BROOM F/AMW - 744.cl L4�/EJ, <L4Sl / JURAACE SLA B RE//VFORCE MEN T
<br />' O-c SL4B ARE 14.0,l 35 D/4METERS MIN/MUM 47 J'ALICES FIA.IIJAI - EXP0J'l COL(/MNS, W/NGH/ALLS E SIDE OF SLAB. ORD/NARY FINISH
<br />A,//GA/WAYS 64RS IN BOTTOM 0A SL 4B ARE L4PPfD W D/4METERS-UNDERS/DE OF .lL4B 4A/D BURIED AORT/OA//J'. ¢ " CdIAMFER PREPARE APPROVED: R Efi797
<br />M/�t//MuM 47' SpL/CES. ALL EXPOSED COR�t/ERS.
<br />2 N10 /G 6 =4OA
<br />D
<br />- SPLICES SA/OWN ON OR4W/A/GS MAY BE EL/M/A/4TE0
<br />!�t/I.IERE BARS DO NOT EXCEED AVAILABLE LENGTHS.
<br />/ G RE 1225T I 8 STAN A 0,4 SA
<br />a. PILES O C F/CAT/O/VS ST°4 TE ox CAL /FOB?/ IIA • C. ®NNs N Assoc. ENGa, W. R. ``
<br />4.
<br />GE PAIL. �� i 45 TOG 6. BRI DE,o7' O-c PU841C WORA D/V/,1'10A/ OF VIC 4W4YS SUBMITTED: W.9RO.Y./rCiYCOCKi! GR. �
<br />D 1
<br />,S -C r/
<br />DES/GN ST�?�'S,S�S METAG BEAM BR/OGLS RAIL /N ACCORDA/vCE WITh/ � ssr ov
<br />f - 20,pi00 Psi; f = 12 O Psi; A/-/O. ON 83 OF THE" STANDARD SPEC/F/CA7`/QNS, DATED ✓4AI., /96 0. ./J°LI S�/O, 04TE0 I9sr. B�4/DGE DEpT, a.oTEa /953. !~ RE 8399 �� SHEET
<br />ELEV C. O i, ® Y��iQ CONSTR. ENGR. TR.
<br />5 �MBEDMOE�T
<br />L WORKS �DIVI ION C4.1/OF' h/IGH� YS, 11e_0 ,C ALL 19
<br />CEME c E4a COVER TO M4/N JTEEL /N DE'�CK � LEViAT/ONJ 6QJ'ED ON U. J; E. D• D4TUM.
<br />SLAB, 2" cLEAR covER ro JTEEL /N tom//NGN/4LLS•4"D C40S, /0 M/N/MUM COMPQESSIVE STRENCyrAl OF COVCA?ETE - OF 1
<br />JAN •4RY /960• MAP
<br />>U a000 pai � Z6 OQYS �IJ'/A/G ' �6" "x /�." �YL %AID�Q. ,;, _ ,- ._
<br />I l � : � �.�:1 .� .� ,� , � �l I� � � I � � ,l:•: � , ��,. l � 1,���1 �Il.l I �� Ile, l�l � I ,l :��1 � ..��
<br />t�+a• �-w Soo �i
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