|
9+00
<br />9+16
<br />(14't Rt,�
<br />E,P.=29,9 '
<br />W
<br />sl
<br />2 f
<br />08't Rt.j \�
<br />E.P.=29.1 C.4T
<br />9+67
<br />(19'+ Rt
<br />8+50
<br />�1,6' Lt,)
<br />onfomn
<br />O E.P.
<br />9+ 16
<br />(13't L
<br />E.P,=29S
<br />Construction
<br />Center Line
<br />Ardelle Avenue
<br />9+58
<br />P8't Lt.
<br />P,=29.1'
<br />9+72 -
<br />l(19'f Lt.)
<br />E.P,=28. '
<br />0' Rt. (20'tLt,)
<br />UP-29. 2' - _ LIP=28 94'
<br />i 9+87 - ` ----- 9+82 --1 9 87
<br />b d = I,- '
<br />4 Rt. L. 29.06--
<br />t C 5 ) 4 f Lt, 5 --
<br />9+91 __._
<br />- 9+91. ,_
<br />{
<br />LIP 29.26 ---- _, j 7 _LIP 29,0
<br />32 t Rt.) - -- -_ -__ 32't Lt. _ ` _ .31' _
<br />LIP 29 - (-
<br />___
<br />10+07 10+07 - c_ .._.___ _ _.__ 10+07
<br />45 t Rt. �20' RL 10+07- -- t. 45 f Lt _ ----
<br />_ - _
<br />_ _
<br />29.66 29 _ ( l
<br />�.L. �n+ARDINAL C L _. __�.L 29s6 C.L C.L. 29,4T
<br />� _ I
<br />10+010+07
<br />- 32
<br />C L =29.63 _ 10+27 10+27 _--
<br />32' Rtr1- -- - -
<br />_-_
<br />_- _ P9.3110+27
<br />_ __. 10+32 LIP-29.1
<br />_1 f - �
<br />�• _�.L. .O� - -29.07 _-
<br />10+36 _ -
<br />(20' RtJ 10+36 -
<br />10+44 - -
<br />I
<br />' ((20't Lt:
<br />,\
<br />10+50 10+50
<br />(19't Rt ll 10+50 Zt 3 E.P,=29.00,
<br />/
<br />10+40 \ `� 10+75
<br />(17't Rt" 10+75 (17't LLt.5�•` `\ E,P.=29.5�"
<br />/ •-T10+40 i \ I11+00
<br />(15't Rt / / j' `\ ` E1P, t29 . �
<br />E.P,=29, i '�
<br />11+25
<br />2
<br />rt
<br />} 1� 1-
<br />(12,6 Rt,) I
<br />i \ 12,66 Lt.
<br />Conform
<br />Conform
<br />O E,P. I
<br />I O E.P.
<br />ku
<br />I
<br />I
<br />o
<br />I
<br />I
<br />e
<br />I
<br />Legend:
<br />Asphalt Concrete (IAisC. Arens)
<br />ofCu
<br />at Curb Return
<br />See Sheet 25 for Details
<br />Note:
<br />Call Outs per Side Street Stationing
<br />9+00 (9.3' R0
<br />Conform O E.P.
<br />9+23
<br />(10't Rt.)
<br />E.P.=29,6 ' \
<br />9+46
<br />10'f Rt,
<br />P,=29,50'
<br />W
<br />W
<br />I
<br />I
<br />I al
<br />I
<br />8+75 (11.7' Rtl)
<br />I
<br />Conform O`F.P1 2
<br />�t
<br />I
<br />8+7
<br />I
<br />Conform
<br />Oform
<br />O E.P.E. Con
<br />9+12 �12't \ \•
<br />EP.=2
<br />1,
<br />,49'
<br />,
<br />9+23
<br />(9't Lt,
<br />1 '
<br />L=
<br />P.=29.71'
<br />\
<br />29.73
<br />Construction
<br />'
<br />/
<br />Center Line
<br />Marsh Street
<br />9+46
<br />A
<br />+
<br />P,=29.53'
<br />Ll
<br />9+63 47 (9'4. Lt.
<br />(19't Rt.� + a29.40-
<br />UP=29.12 ® _ w rl
<br />\ 9+79
<br />i Qjp 14'f Lt.
<br />E,P,=29.22'
<br />.L -n.40'
<br />33 t Rt 9 SLt.
<br />9+89 _- - tIP=29,38� -_LIP=29.29 1
<br />-- - .._-9+90
<br />�-9(3+9
<br />UP 29.44
<br />- �+W
<br />LIP= .53 u
<br />P-29.5, 29
<br />10+09 10+10 29,52
<br />48_f RL 3'-
<br />5 0 t Rt. 10+10 2
<br />- - ----- -
<br />1
<br />( _ 89 C.L -
<br />10+09
<br />- - -- t 't L . -
<br />__------.__._ � 36 t
<br />10+10
<br />Rt.
<br />- ~-`- _---- L.=29. CL=2.3T . - ,L,=29,9
<br />1 # Rt.
<br />(t0+29-l__.___-,_- 10+29 ) (�P=29,5 -_ ._._ . ---- _.___._._ _ _-_ L 3 29.60 10+30 )
<br />UP=2944= _ ___ UP=29R49' -- - - - _ .. _.. LIP=29 53
<br />\ u�
<br />i 10+39 N
<br />(28 5' RI,�-
<br />40+45
<br />10+45 A 0+ 5 �
<br />28't RQ, 114'Lt.
<br />P.=29.2T
<br />/ 10+7
<br />10+75 %� �r/' / / / i \ �� 10+75
<br />23't Rt.) ; / \ 01.5' LQ
<br />E,P.-29,82' / i ',, E.P,=30,06
<br />\, Construction
<br />Center Line
<br />,ii/ //� `� Marsh Street
<br />11+04 /' /\\�� 11+04
<br />(17 t Rt. 114414 \ \ (11.5' Lt.
<br />E,P,-30.51' QL-31L93, \ \ E,P.-30,70'
<br />11+50 11+50
<br />(12.5' Rt.) I 24 } \ �11.5' Lt. �
<br />Conform O E,P,I I onform E.P.
<br />I I
<br />I I
<br />8+75 (10.7' Lt.)
<br />/Conform O E.P.
<br />9+12 (11't Lt.)
<br />E.P.=21.51'
<br />Construction
<br />Center Line
<br />Hobart Avenue
<br />9+59 �12't Rt.) \ 9+59 �12't U.)
<br />E.P,=2 ,19' r2�9.:ZV
<br />E.P,=2 ,19'
<br />9+70
<br />(13't Lt. ` ` 9+72
<br />E.P,=29.DB' (14t' Lt.)
<br />E,P.-29.05'
<br />r
<br />%9+85
<br />C.L.=29.26
<br />>1+bS -_9+85
<br />�22't Rt,` - 2't Lt, ---
<br />t29.27 LIP=29,2L(32
<br />9+0(1
<br />% -t LL
<br />45t1�2Rt,) / UP=29,44 --- -2.
<br />_ - 10+ 10 10+ 10- _ - _-_ _� 10+ 10
<br />45't' Ft _ ---_-- _.___.__ (32't Rt, 10+10 -- - - ----- 32 t L
<br />-
<br />_ _ _ -- -- C. =29.
<br />C.L. 29.$3' LI C.Z. 29.81
<br />24 �
<br />0
<br />32t
<br />' 20' Lt.
<br />C.L=29.8�' --,_-- _- - - C.L. 8
<br />10+26 -_-_
<br />(32 t Rt.
<br />P-
<br />45'Rt LI 29,54
<br />f
<br />_ LI 29
<br />. o+
<br />RL) (20 LL)
<br />LIP--*0.31r- __ UP=28: 2'
<br />10+49 10+35
<br />(19't Rt. C.L=29,31,' Q
<br />E.P.=29,0' j
<br />I
<br />9+00 (16.4' Rtl) 31 i
<br />Conform O P1
<br />9+00 (14.8' Lt.)
<br />Conform O E.P.
<br />-46
<br />'ON 133HS 2i3M` 80
<br />9+19
<br />(18't Rt.) \ \ `•LL.
<br />' �171-9± Lt.)
<br />E.P•=29,86'\`.P,=29.8�'
<br />1'
<br />9+38 �� 9+38
<br />0 9't Rt , ` ,' , (18't Lt.zz
<br />E,P,=29.3�' �, `• i/%" E,P.-29.34'
<br />38-
<br />C 29 70' -
<br />Construction
<br />Center Line
<br />Q io'�Rt. Washington Street
<br />=28.�0
<br />N Lfir
<br />w
<br />9+79
<br />z9't Rt i ;i / yJP=28,92
<br />9+89
<br />9+81111
<br />_ (50
<br />i
<br />1 10+06
<br />10+07 \
<br />L =29.52' -
<br />A
<br />50 f Rt- -
<br />-- 29 _
<br />\
<br />- 10+27- 10+26(44 t LL '
<br />L P=29.
<br />/ 10+36 10+35
<br />(27f Rt. ) \ i UP 29L02
<br />_ P 2$ 9
<br />0 F
<br />,0+49 (19't Lt. Construction Center Line 10+55
<br />C,L,=29.34 ;
<br />C.L,=29.45' E.P,=29.07 Cardinal Avenue
<br />10+57
<br />"RECORD
<br />ING 1,P-*
<br />PRA 10+64 10+64
<br />10+75 `oCtbnS By_ (
<br />C L 5 , 18 t Rt. 10+64 (14't Lt.
<br />No Changes _ E.P,=29.3' C L=29 66 _ .� =29.38
<br />`
<br />(17't Rt. � f (17't Lt Date` 2-_CT-Q2 to+82
<br />P-=29.3 ' ,� , `• P.=29. ,y Person Using This Drawing Shouldc,La3o 29 `\`
<br />Verify
<br />&,ll information By inspecting The Site Of Work 10 82 �\ 10+82
<br />\ E,P,=29,9 ' \ U=30.03'
<br />i t +oo
<br />03",11+00
<br />11+05 / 1 t+05 (17.1' Rt l\ (12.4' Lt.�
<br />14't Rt, ,J / {14'f Lt conform E.P. Conform E.P.
<br />E.P,=29,75 �f E,P.=29.74
<br />11+25 r 11+25 I
<br />(11.9' Rt1 I 2 t I (12.5' Lt�
<br />nform E P. Conform E.P.
<br />I � I 3
<br />I 4C
<br />m
<br />I = I
<br />I I
<br />DRAWN BY
<br />DATE
<br />PROJECT
<br />ENGINEER DATE CHECKED DATE
<br />APPROVAL RECOMMENDED
<br />DATE
<br />v
<br />8105
<br />I
<br />�tu�tt r
<br />8/0S
<br />tAC
<br />FILE NAME
<br />DRAWER
<br />SHEET NO.
<br />REVISIONS
<br />DATE
<br />OT
<br />f
<br />E:\Projects\2006\Cordinol\Plans\Final Plan\Cardinal Intersection
<br />SHEET TOTAL
<br />UIN SCALE 1 "=20' INTERSECTION DETAILS CARDINAL AVENUE IMPROVEMENTS No, SHEETS
<br />COUNTY OF SAN JOAQ (Main Street to Weber Avenue) 23 31
<br />
|