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yam, ._ _ .. - - - - -._ _ t - - - �- � •s � �
<br />. JACK TONE ROAD
<br />1tpRO 0 FlSCA ISHIE91.1 TOTAL
<br />61 N J9TAT9 PRO JEO NO. YEA N4. 3HE,T1OALIR 3 ►1293 t6i� 196E 26Jy
<br />} COUNTY OF UN JOAQUIN
<br />. CLEARING 8i GRUBBING BRIDGE REMOVAL.
<br />ROA A COUNTI� ROAD COMMISSION A � _
<br />• ' •
<br />(APPROXIMATE QUANTITIES) civic,ENaINEtft WctNSS NO To??Ii
<br />` Station to Station
<br />$lotion Description C.Y. Cone.
<br />O'atour 0+0t 0dtour 6+56 16-t 4 83 Conc. 6ridq(t 92 31AT8 OF CALIFORNIA
<br />'
<br />a
<br />167+00, 16 +67 192412 Cahc; Bridge 85
<br />194+9 193+45
<br />254+ 14 . Conc.13ridge 64 �
<br />. 252+5$ 235+39 3,31*29 Conc. oridgt 19
<br />APPROVE a SZ0 �t
<br />330+.20 332#51 j
<br />',.3a7+� ��' Steel Truss 4 Conc. 4 �
<br />396+5 358+89 ` RiQ P� NN:N-q►iN:N o �.Tc. a
<br />Cyfl'ridar Piers
<br />-royal 324 C.Y. -
<br />.
<br />{ CLEARING GRUBBING
<br />CHANNEL PLACE A,(C, DIKES(0'.51 GENERAL NOTES
<br />} �r Location Approx. Area (Sq.Yd.) (os directed by Engineer) SPECIFICATIONS:
<br />.`UYVQ,j'►r R/CIE' NOTE At driveways f iald intr ncas dike will
<br />13'ear Cram 1I67.. r o ba ftattorlad
<br />to 0.08 LI
<br />0. DESIGN: A.A.9,H.0. DATED 1961. WITH.;3UBSEQUENT REVISIONS ;
<br />' f f North Branch Paddy r2elt 542 Station to Station Location L.5 AND As SUPPLEMENTED BY CALIFORNIA STATE BRIDGE ,t
<br />Nilddlt 13ranch Paddy Creek 341 1 ►7+ 0Ct 167+3 at't 3 33
<br />� 14 Y � PLANNING AND DESIGN MANUAL. '
<br />South 8ra►nch Paddy Creek 30 ' �,
<br />. 16$ 23 168 6 Left V 40.5
<br />9/,1,�'. ,� Conform M`oshi r Creak 413 . CONSTRUCTION: STANDARD SPEC I F I CATION, CALIFORNIA STATE'
<br />If$+33 168+6�► Right -36 �2
<br />► DIVISION OF HIGHWAYS, JANUARY 1960 AND TIDE:
<br />E . Total 27(6 S4.yt• 191* 1 191+58 �r t.eft �4Z 4t
<br />SPECIAL PROVISIONS.
<br />IENTRANCE191* 11 19#+ 'N Right f ,
<br />''APICAL FIELD t i92♦a2 � 1g3��a ��� ; �� 81.5
<br />° soA�.E I '°� I # LIVE LOADING: H2O-SL6-44 ,
<br />FINISHING, ROADWAY 192` �3 93 2a Right ��` 5s �• :� ,
<br />253+ la 253+7 ESSE9 '.
<br />Laft�Rl�ht UNIT STR •_
<br />Station to Station 254,41 255 19 Laft4 Right
<br />330+ 40 330+ 81 Left -4? 13
<br />REINFORCED CONCRE TE s F 200000 P.$ . I .,, N . 10
<br />Detour 0+00� 00 oUr 6+56 � � i
<br />LEGEND 330*a4 ` 330+90 Right 17'
<br />IGf #00 16$+CiT
<br />. ,331*66 332'+32 ��. Left � F � 1�2oa P.S.I.
<br />190+97 193+46 -6fr 35 ,
<br />.I A.C. over 50 A.O. 252+�5$ = 253+39 331* 57 332*32 Right �7` 78' _
<br />0 . 0. R r PILE LOADING: 45 TONS TYPE: CONCRETE
<br />334+24 332*�? 356+66 357*26 Leff
<br />�f� 7I
<br />` z . 306►* 6 338*SSt 56 56 357+ I Right -w2� 6
<br />0.�3.�a�, . _ 358*19 358+89 Left 0= 67
<br />3$;? 3591+ 09 Right`
<br />Total
<br />H f o
<br />g METAL _ . �. MARKERS � -
<br />H
<br />J
<br />[ e Y
<br />j CQs directed by Engineers
<br />R I G QUANT11TIES i Station to Stati n in _o Spac g L.ocotion 1'pe tty, _ - A BUIT
<br />�i� V1C NSTRI.CTIC�N i 7$+00 Si+OCR 100 ISEtj13'14 t $
<br />m. C+ 50 0'et 6+50 50 13` `R z6 � � , � • � r• � � � .. � CORRr'_CT10NS BY
<br />. � Lt � 13 Rt. + r Y _ `
<br />4 Oct 8400 89+88 56 13'tt it 13'Rf. J
<br />I: I: 4 . I����5
<br />k Ternporary Furn. Conc F'urn, Conc. Drive C 1. ABar Roielf. Metal 13eom 90+88 g2+86 . 100 Istt # 13 Rt. t ,
<br />ITEM Sf1' Bk ill Piling C.l. , ' " C nc,Pile Concrete Steel 3'rid e 164100 166+00 1od II'Lf. Doi
<br />;•Tlrnberfir� EXoay. �t P� PIIInc a �� # iRt e
<br />' Railing C.1�. C,Y _ ..
<br />BRIDGE � F. (CLI � C..B!1 Eft C.1f. Lips. RaI I 1 n � . !�7+aa 3�'Rf. L r
<br />`L. L.., E$
<br />F. rr ., t 168+2 Lt. ,FIELD ENT A N C
<br />t v .
<br />.. i IbB+ 11' Lf. L 1 s C�.33' A• e. . ,
<br />,9 2.1 329.7 169+6a I�146 station Location widths
<br />100' 1I' Lf. 41I'Rt. 5 6
<br />Bear- Creek ,2 r , ',5 b' 0, 000 :3` � 18 + 18 190* 18 104` Ih l 1 168+46 Right
<br />i s.. tit IRt. -.
<br />. 4Q1.0 176.3 19t + 18 I I Rf. L 191 +41 Right
<br />No. Branch Paddy Cr; � 82 � 32 ��.- � � lc� 1.5.5 -35 000 � And-- 191 + 19 16'Rt.
<br />-
<br />- - 36.4 - 179.7
<br />192+ 4I 16'l.f. l 1 331 +7 Left
<br />Middle Br, Paddy Cr. _ 7U 30 - 12,5 2`7, 0'00 ����� � � 193+20 iI`Lf. L 1 W6+9� Right � � 15`
<br />-- RCAINTERSECTIONr
<br />s. I +2O I * 35?`+43 Lett 1.
<br />` 157. ? 94 96 20 IOU 11 It i II Rt. 6
<br />A.C.
<br />i
<br />� So,Branch Paddy Cr, , 64 26' „ /88:3 /00 24,000 = z5at10 �`52+1(f lac' VariableA. r'
<br />i lt, f I1
<br />263.E 182.9 z33+10 II'R�. I
<br />64, o, .. /l Z6, 000 1,,# - 253t7 1 ,`R , v►
<br />Mosher Creek Z _ -f L i Stoll +�
<br />` 254+4 l6'�1 1 , CULV8RTS' a Road Tans A.C.
<br />5 9� 226.6
<br />r; Calaveras River /f. 2 6" % /, 6, 000 25S;2Q �11'Lt. t, t 5toi 167+40 Dtota 18x3d CMPwith 1:lapgafia 3-pr. 21'Iaf%, 16/+2' Kettieman Lahat - 16
<br />_ -----• ---- ---256+ zQ Vn
<br />258+2Q 100 11 U. t 11 Rt. E 6 5ta�.160' 32 , Rernbve 4 Visposs 1Zx,?OCMP $-0r. z MI ht
<br />� . 1 401.01. 09.7 � ', t25C.9 32 40 Q 6 4 2'R E i
<br />+ 329 * 4C i 0 1 Lfi #. t 1 +38 PI a I X4dCMP' with t'fa at ,
<br />` S 20 .4D0 !7 -4# 0 /8 f�$0 206 000 ��2tl - +4 5 0. 6$ o� 8 ts9 a �Dr, z��ight.
<br />T0�'�►L 3a a L I 5to.Z5 } R e
<br />of
<br />4' R 6
<br />move s�osar K arc pa r � 1
<br />304 ? t L 1 Sta. 2544 35 Remove 4 Oi sme 61� CM 5. 0r. 18' oft. ;
<br />., t 16' U. L 1. ,-
<br />- 332 # 32
<br />1. ! � �STATE: N0.29C-082
<br />333* 32 335+ 32 loo' ISU 15'Rf. E 6 � _ •
<br />_ - - �./ • �: C`, =. (a 5 t I n P I a C E * i . REPi�r�EN#cPt
<br />353 56 a lt. #!5 Rf. 2 k COUNTY or SAN JoAQu N
<br />.(Ci.f.7,f�,2 Cast in Drilled foie • 3s4+56 - �Lt#l6'Rf. � 2 `,
<br />DEPARTMENT OF PUBLIC WORKS
<br />At4ITR#. IF 2
<br />L I CONSTRUCTION
<br />f '1 F`inaL Pay Quantity .; 30#23 16Rf. L 1 NOTES
<br />A�/�
<br />. o
<br />2' Lf. L 1 ORAWNt APPROVK aATS OATS
<br />is / Gtii 5 ;`� 3V* � f� I 'RI• �* NO OATS OESCRIPTIOM APPRO. SCALR: ORAWINQ NO.
<br />Tota 1 123 Q.Q. • REVISIONS DIRECTORC9O t R.C. W RKS
<br />,I 9i PUB4C WORKS
<br />6
<br />
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