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/ 6 -6" 6 - S
<br />6• -O 6 I
<br />ra g'- 0 9 O 7- 6 /O - O
<br />TDP RE1NFo1?cEMEIVT
<br />.Scale . /- 0
<br />Edge of .slab
<br />, 6" 6"
<br />++7� /8; Ly'- a
<br />BOTTOM RE/NFORCEMENT ,
<br />fccle: 0"
<br />A butrn. /
<br />fee sh¢ef 5 For
<br />Ole /0i/S
<br />7-- 0' �.
<br /># 7 �o• 76- /a/: 4
<br />Each obtvso comer
<br />Tope bollorrm slob
<br />2 ~ cle ar fyo..
<br />% reinforce mcnf f o 6G sf�/ictd
<br />o ,Spvn when nee¢ssary
<br />2"c/ear. fyd.
<br />1 200/" w
<br />if 79 /8 ,' /9 ' (9• -- 2 ` , c /earIe
<br />+� 70) /8' 29 0' yp.
<br />None
<br />Bollom rt ii�Forct me�f f o,� -vP/i eed
<br />4l 0 8 eo7f when �L c essory
<br />.0,
<br />6,CN4Lr1?41- NoTEs
<br />DES/GNP ,ffor�o'crrd cotlfinvovs slob s�or�, ��iform a�a�atii,
<br />D/rislo� of .S/iyhyo/'s.
<br />QES/GN STR�'SSES F s 20, 000 psi, F - /, ZOOPsi, N= /D
<br />R�'/NFO�PC�'ME1VT _ Err�b¢d�ntr�f is 2 "c/tor cov¢r fo mo�ir sue/ In d¢c�-
<br />s/ob, 2 c�or e:"o fo .rfaa/ii�,srii�ys,�w//s, car ii� owl'
<br />cz 1 elw�vf, slll//I/,o/%Cl 47s .rilawvw ' vv C;"'0w*-%/?�'1.
<br />94chi�9 for hoods AVM 6¢nA.r is 2 c�'io�2r�rr,
<br />6�vrr /� r'bp of .rob ore /gp?veal
<br />ruin. o/ J,t�/�'c�.�. Bvrr i? 60110� ofs/o6 vim'
<br />A&/pwd 20 a�ro��r%ir mi�r. 42.1.wicrr. S�v/scar
<br />.riio r& o� /a`cv / Af cz/0-w y-MC0 r syhdr c
<br />,bunt do�of a�rcvad crs�of/06/¢ /¢tiyr�is.
<br />G UA RDRA /L Me to/ d e oo, wi Ih S�`ono�ord
<br />SpeciA."q/ion, S�'''.4;•"E 0/C.4t1r0RA11A,,0e�,r,orfi�ienf
<br />0./1 Pab/ic l�Yorks, Dii-irion of f/�hryoJ., doted
<br />✓onvo� /960; Yecb* 8j
<br />COrYC�P,ET,E F/ill/.fl,% r Or4y br-Aom rh -- fi�fFi c /cr�►er; c/vrr /
<br />ar�u' side of slob.. Ora'ii�Ary f/i�ilh -- vr��¢�.sia'e
<br />vf's/o6 c�rc� buri��/vort'ia�s; 'oh
<br />6.rpO.t�4�
<br />Jf'E'C/F/C,�T/ONS Sfondoro/ S/oecificofions, ST,4TE of C.4L/fQRN/,4
<br />Depot/ir�e/J/ o/' Pob/�c y/orks; Division o �
<br />/`/�ghwayl, doted ✓onuo y /960. 4,4S1I0.' doter/ ,
<br />/9S7 and Bridge De/oorfinenf-S'u�jo%�enf, `
<br />dole d " /-9s5
<br />El- Eli.4T/ONS Saxed on l/5. E. O. Ocrfvm.
<br />NXIMUM COMPRESS/✓E STf'ENGTH
<br />OF CONCRETE V00 psi , 28 clays vsir�9
<br />6 ,, /2 cy/ire 4'¢r t.
<br />Be�f.3 0 Beef Z Abvf /
<br />28'- O" 2/ C)
<br />v r choirs ct o '� 6, to /a/ B in c''o/o /o/o . Typo .
<br />bo s� 4' f.� *e tofo/ 49 .n co/v bofto�. Ty/o.
<br />i f' I2'/" 7 total S :n co to T
<br />/4,� .> ,¢,spsctrs /Bc c. /org%fvc�'ii� ally, t/',oic�i/. / .rc�ccrs /8 c. a. /° /° ' .YP'
<br />41`5dilfr. bons ++F�"p'if/i� L✓�r 2=6- 2�.6- r`,SQ'iffr. �m +f�e�'iJ/r. �64rs �`,Sd/fh-AV r 2'-6 2=/ #.Sdrtfa'isfr, 6nrJ Jrd%st�
<br />@ /4"'c.c. � /�`c.�. Lzo/8"o.c.'� � /4"c'.c. �/8"c.c. rJ � � �S`c.c. boys � 1 � .
<br />State of California
<br />t 7- o" �' = o'' �i /-'- O" 7'-0" � 0'0 0. /o'_/o•� /Y oi't./N �, total 5co� ,fio/foi». Typo. THE RECLAMATION BOARD
<br />5� /elf
<br />BEAR CREEK PRo✓ECT
<br />D11fTR/B1171C)lI RE/NFORCEMENT
<br />fECT/O/►/ ,,�/ONG e Bfr'/OGE
<br />Scale = 4 M= / - O"
<br />A(o /es r
<br />/. Qis/ribvfion s /¢e/ .t ucis�, y
<br />/r�eAJur¢d a/or�9
<br />2..¢// c/%tii-i bv/`ior/ JA-,el
<br />/v/OCee Ae/ /o .Be/i/s
<br />CO!//V rY OF S.4N 10,4 QU/N
<br />J,4CRA1WA1TO ROAD 9RI96;E AT 49"R CREEP(
<br />S/ AB RE/NFORCEIWENT
<br />PREPARE APPROVED. R 679 7
<br />C (( R ,F. 12257
<br />O.NNS N ASSOC. ENG'R. W. R. �.
<br />SUBMITTED: �N'.9R0.3 /Trf,�CbCK, RSS'TC «F�`iY6�
<br />• `LJ .6399 SHEET
<br />G. 70 /. �S�s/Y C/N.STiP ENG i4' TR. Z - 8 97
<br />OF
<br />MAP 24
<br />'+ -
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