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CL EAR/N6
<br />6RUBBIN6
<br />/8 AL TERNA 7-111Z-
<br />P/Pi- (TYPE B)
<br />1W0NUi1fENT FRAIM' CO vh�i?
<br />510 /.S9t 04 To .51a 44/-1-00 � /atersectiows
<br />f .
<br />,L oca /ors
<br />Quamfif/Cs
<br />, araf/D/I
<br />QesCriofi0/� QUar/titieS
<br />L F
<br />Str Exc. 511- ,B%f
<br />5to09 O! 2
<br />Sec Cor. leach
<br />51a 279 f 40
<br />40
<br />/SG' Y // G Y
<br />9/0 2f7f-6,2. /6
<br />1# sec. Cor / each
<br />ROADWAY
<br />EXCA 0ATIQN
<br />Sta. 296- -00
<br />44
<br />/ 7G Y /9 C Y
<br />Sta.264; /0/0
<br />Sec. ear- / each
<br />�E- P
<br />,5ta..�.54 f 6'0
<br />.S0
<br />/9 G. Y /9 e' Y
<br />Sto. 290� 5"S6'6
<br />0 ,Sec. Gor. /each
<br />L oeatlaw
<br />QuontiticS
<br />Tota/
<br />/.f4
<br />SO e- y 97 C Y
<br />5ta.3/71-/30/(ow A#)
<br />Sec. Gor. / each
<br />N .
<br />$ta.436-� 730,3
<br />4,141 Sec. Col --/each
<br />Esco%n-Be//vfa Rollo'
<br />3.�; 837CY
<br />Tota/
<br />6'
<br />�2
<br />Tyne A : O /2 A. C over D 93r A.B.
<br />Mi/fon Road
<br />Flood fr'oad
<br />/83G Y
<br />/40 C y
<br />•24 AL TERNA T/I/E
<br />P/P� (TYPE9)
<br />_ T e B Gorr acfed Nafive /lla/eria/
<br />y �
<br />Local Borrow Area
<br />-0 / / s C
<br />, 38 Y
<br />/ oca/ Borrow Area
<br />O2 2,2.50 CY
<br />QUC�Cltif�e5
<br />Lor�forrn
<br />To;w
<br />9) 6'J- C Y 36, /60 C Y
<br />L ocafiow
<br />Sfr. Exc Bkf
<br />TA& jE
<br />OF AL TERNA rIXE PIRCS
<br />,L .F
<br />.Sfr.
<br />Sta /9/f /O
<br />.S"O
<br />27CY /8 c Y
<br />Type
<br />Allowable A/ter174P1/11es
<br />.51a. 270 tss
<br />40
<br />24 CY /7 C Y
<br />F11YUMN6
<br />RAO WA Y
<br />5ta 410 -o-8s
<br />s6
<br />29 c Y /8 c Y
<br />A
<br />R. C. P class ly A: C. A. 0,b" -. y-
<br />Tofa/
<br />/46'
<br />79 C y! .S,3C Y
<br />B
<br />/�C P C/OSs I�' , ^.'' n _�-�►G"�
<br />5ta. /.S9f00 To �5'to:
<br />44/t00 � /r�fersecfioas
<br />PR34FWAY OETA/L
<br />/,2 0 or 0 Y
<br />6 "--�+ Stannaro' Frame
<br />Cover Assernb/y
<br />o /
<br />0
<br />°
<br />�. r
<br />6'
<br />iYIONUMENT FRAME AND
<br />CO!/ER VETAIL
<br />PROJECT E G�NEER 'DAT--jE CHE.C�KFD BY �. CANE
<br />MIXIN6 UME TREATED 5&9 ASE
<br />'Celle - 7�; (�ce� 4::� Qaor7tifies
<br />L ocatio17
<br />5 Y Toms
<br />5ta 262-f38 To 54a.2884-Oo 6,932 /08
<br />CLASS ,2 AGGREGATE SASE
<br />L ocatioa
<br />Qual7tities
<br />Esco/ow- ee/%fa leoad
<br />/2, 492 C Y
<br />A/too Road
<br />99 C Y
<br />Fl000' Road
<br />/46 G. Y
<br />Driveways
<br />47 C Y
<br />Total
<br />/2, 768 C Y
<br />ASP#AL. T CONCRETE TYPE B
<br />L ®cafio17 QUaofifies
<br />Esea/oa - Be/%ta Road
<br />/ll//too Road
<br />F/coo' f aaa,
<br />Driveways
<br />Iota/
<br />8, - 07
<br />Tolls
<br />73
<br />Tons
<br />/04
<br />Toos
<br />48
<br />Tolls
<br />8, 7.V
<br />Totes
<br />21 AL TERNAT1115 PIPE (TYPE A)
<br />,L ocafion Quaotities
<br />,L .F 5tr. E'xc. Str. Bkf
<br />5ta SO 26 C Y /9 C Y
<br />240A1- TL"RNAT/VE
<br />P/PE (7-YRZ-A)
<br />Qua�titics
<br />L ocafioa
<br />L. F
<br />Sf/- Exc. 5tr Bkf
<br />Sfa /6Y+ 7S
<br />SO
<br />9-4"e Y ,26 C. Y
<br />sta /72 t-00
<br />.SZ
<br />9/ C Y 2,2 C. y
<br />Sta 944 +80
<br />6;a 3w
<br />.37 c Y 27 c• Y•
<br />5ta. 348� SO
<br />-52
<br />38 C. y 29 C Y
<br />Sfa. 369+ 91
<br />SO
<br />32 C Y 29 C Y
<br />TOta/
<br />zw
<br />/7,9 C Y /26' C Y
<br />U B M I T E D BY "� APPROVAL. RECOMMEN DED BY DATE
<br />I SA f X7,
<br />COUNTY OF SAN JOAQUIN
<br />//
<br />90 AL TERNA
<br />L ocafior7
<br />5ta- 999 t If
<br />TIVE PIPE (TYPE 9)
<br />Quar7fitie5
<br />L . F 511- Exc 5f/- 9*11e
<br />- 0 ,38 C Y ,2q C y
<br />•2.�-�'/3,� G'S P A• (0/09 Thick,
<br />L ocatior/ Qua/�tities
<br />L F Str Exc. 5tr. Bkf'
<br />Mi/ton Rolla' -60 -/2 G Y 9 c Y
<br />01 /I
<br />ri
<br />If X24 C S.P. A 010-9 Thicl-, Bit 1,17/ed)
<br />C�ua/�tities
<br />L oco'fio� L . F $tr. Exc. Sfr. gkf
<br />Sto. 268 t 00 60 20 C y /,2 C Y
<br />L ocatiow
<br />5ta. 177+90
<br />Sta. 20/ +90
<br />5ta. 208 f30
<br />Sta
<br />Tofu/
<br />A. (O/09 Thick, fait
<br />L1/7eu)
<br />Qva�/tifies
<br />I - F
<br />.51/- Exc. Str. Bkf'
<br />6-
<br />4
<br />6'0 C Y
<br />42CY
<br />.SO
<br />42CS!
<br />16GY
<br />S6
<br />.S/ C y
<br />19 6- Y
<br />SO
<br />SOG Y
<br />94 C Y
<br />2/0
<br />203 C Y
<br />Y
<br />64AX49 C S. PA(0/38 Thick> Bif Zi17ed)
<br />L
<br />QUa/71`11415
<br />ocafior�
<br />L F 511- Exc 511- Bkl,
<br />Sta 2Y6,-.50 32 S9 C. Y. 92C. Y
<br />B%virJs
<br />'N10 CHANGES
<br />DATE /o -- z 4/ - 7 z
<br />EET TCTAI
<br />PROD ECT ES 4ZO1V-BE�LOT14 �PD, ��,. � o��Ya
<br />CO/h�S'l�P�/CF/ON /VOTES' DETA/LS_.- _` __.' ------ I _
<br />C3 R A W P N G N O .
<br />7 t 27
<br />,r3 4,7
<br />ST.sr a z-;,,ycgr ��
<br />ORIMCWAY
<br />L/ST
<br />Driveway Pipe
<br />Location
<br />Tyoe
<br />Wo'fh /2"RCP C/. Ill
<br />546y. /974-3/
<br />P.
<br />B
<br />Sta 21/-01 /0
<br />Rt.
<br />A
<br />IS
<br />-
<br />Sta.,243 fs9
<br />Rf
<br />B
<br />/�
<br />5ta,2444-.5"0
<br />L t
<br />B
<br />/,2
<br />�, 2 ¢
<br />$ta.244f72
<br />Lt
<br />B
<br />,
<br />/.S
<br />24
<br />Sta2�-�-7-4"
<br />4t.
<br />A
<br />22;
<br />Ra.264t04
<br />Lt
<br />B
<br />/.S
<br />-
<br />Sto.268�-
<br />sto.,Z76� 90
<br />Rt
<br />B
<br />/6
<br />-
<br />3#a-f*Lq--f1
<br />B-
<br />5to-
<br />Sto-
<br />5to 342t00
<br />RI
<br />B
<br />/8'
<br />-
<br />510942t09-
<br />5t4 ,370f94
<br />,Lt
<br />B
<br />/8'
<br />-
<br />Sta 399.11- O
<br />B
<br />12
<br />Sta. 994* 946
<br />,G t
<br />A
<br />/8'
<br />A! 30 "
<br />Sta.394�.58
<br />Rt.
<br />9
<br />/6'
<br />Pa 397t 00
<br />fi t.
<br />B
<br />/4'
<br />5ta.
<br />t
<br />B
<br />A9
<br />Sta. 420-1-/0
<br />Rf
<br />B
<br />/8'
<br />-,24' 3� ;
<br />$ta 4,27t/9
<br />Rt
<br />A
<br />20
<br />26 z4'
<br />Sto. 427t7/
<br />Rt
<br />A
<br />/9,
<br />,24,
<br />S/a 429t,ZD
<br />Ri
<br />A
<br />/8
<br />24
<br />It
<br />A
<br />25
<br />.30
<br />5t'44,32t4�
<br />Z/
<br />A
<br />/2'
<br />2�
<br />5ta 436f78
<br />,It
<br />A
<br />24
<br />90'
<br />,$14a.436f87
<br />Rf
<br />B
<br />/6'
<br />24
<br />Total
<br />#-�9& ,G.F
<br />� Re{er /o
<br />Ca/verf
<br />Lisf (3.SX24C'SPA� Sao
<br />
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