|
- � I
<br />'ON 133HS
<br />I I
<br />o+ I LU
<br />0o I i W
<br />N I Fla
<br />8+50 (11,4' Lt.)
<br />24 f I�Conform O E.P.
<br />8+50
<br />Conform
<br />8+90 \ �� 8+90
<br />(15't Rt.) ` �` 8+90 (14't Lt.
<br />E.P.=29.4 " / _ ,7 /E.P•=29.45'
<br />' Construction Center Line
<br />Elvin Avenue
<br />9+25 9+25
<br />(7 f Rt, \� \ 9+25 % 17't Lt.
<br />E.P.-29.01' �, �' C.L.=29.39' /E.P•=29.06'
<br />` � v
<br />\
<br />+
<br />9+58 -
<br />P�
<br />9't Rt. ` � 9 t Lt.
<br />P.=28.6� 9+58
<br />"\ \ jC.L,-29.07" JP,=28.7�'
<br />lr `• � J
<br />9+75
<br />\ (20' SRt. _ ' 20' Lt.
<br />P=28.a -
<br />UP=28)4' j.�
<br />184
<br />\9
<br />-- 9
<br />- - - - E.L.=28.8T
<br />_f45 t Rt.l 9+88 __-- _ .._- 9+a]4_____ UP=29.08
<br />U 28.8
<br />(32 # LL
<br />32 -_. �-
<br />_ LIP 29
<br />,- - 10+04 _
<br />__ -- _. _ 10+04
<br />U -9 10+04 -- 20' Lt 45 t Lt.
<br />10 +04
<br />20
<br />_ =29.48 --
<br />- O - - (L -29�2 . _...
<br />C. 29.3 7 _
<br />_ 29 32 _
<br />CA R D
<br />.L.
<br />- 1 10+04
<br />10+04
<br />- 10+04 - _ _ 4 3 2't _ 3
<br />- _ 32't --__
<br />_--
<br />45 t - - - C.L.-29.45'
<br />C.L. =29 2l-_ 10+24 _
<br />- 2� _.
<br />(.L. 29 -
<br />C _
<br />P-28.9
<br />10+24 10+24 10+24 10+24 - - 10+24
<br />(20' LtG3,�- P=29.08
<br />(45't Rt(32'f Rt.) 20 Rt�IP=28.89 �,8 12' UP=295
<br />LP=28.8i
<br />i
<br />DRAWN BY DATE
<br />,SYitle-01t ,�i 810S
<br />FILE NAME DRAWER
<br />lime
<br />Legend;
<br />F-1 at Cut Concrete (disc. Areas)
<br />at Curb Return
<br />See Sheet 25 for Details
<br />Note:
<br />Call Outs per Side Street Stationing
<br />W
<br />z
<br />Lu
<br />a
<br />8+50 (11.9' Rt. 8+50 (12.5' Lt.)
<br />Conform O E.P,\ 241 I /Conform O E.P.
<br />,/
<br />� A r
<br />8
<br />8+95
<br />+95
<br />(15't Rt. 8+95 j1't Lt.
<br />E.P.=29.3 \`� / C k.-29 62/ -29.3 '
<br />� r
<br />Construction Center Line
<br />Dana Avenue
<br />9+30 , \ \ 9+30
<br />(17't Rt,j �, \ 9+30 {17't Lt.j.
<br />E.P,=29.0 ' \ ` / C�.L-29.42' /PP,=29.07
<br />9+58 9+58 `
<br />(19't Rt. \` 9+58 19't Lt.
<br />E.P.=28i \,\ /CL=29,25' /E.P.=28.87'
<br />8+72 � 9+72 7-1
<br />9 (20'
<br />UP0
<br />�/ UP=29. 4' . __ LIP=29. T \
<br />9+77
<br />_ - C.L=29.14 9 8
<br />9+$2 (45't Lt.
<br />43't' Rt. 9+86 __ _ _.- -- '
<br />9+86
<br />----
<br />-------_ -
<br />_
<br />LP-29,24
<br />32L32t_ti� -
<br />R. P 29.310+02
<br />1u 10+02
<br />- _..__ .__-.1' -...
<br />3 # f2t,
<br />. _ tt
<br />- {.L, 2�.b4
<br />- 29.64 _
<br />C
<br />-29.62 s Ci.L, _
<br />(�0 2 _ - C.L. _...
<br />36 _-
<br />r`-- _ __ . __.. _- - - -.
<br />�---_ _ __--- 37
<br />t o+02 ._.-
<br />32 t Lt.
<br />r
<br />C
<br />. _ - - -
<br />.L.=29.61. _ -_ .._ __
<br />-"' 10+18
<br />32't Lt,
<br />10 2
<br />_- 43
<br />10+20t Rt LP=29 45 11P --
<br />t Lt.
<br />-
<br />-29,24
<br />110 31- -- 10+30
<br />1
<br />® UP=29.1UP=29.
<br />4
<br />�7''
<br />_J
<br />10+45 i 10+45
<br />t29.1 3 /' 10+45 ji P.}29 9.0�'
<br />UC;L=29.41'
<br />116+76
<br />10+76 10+76
<br />(17't Rt.) \ \ 16 t L.
<br />E.P.=29,54' E.P.=29
<br />10+40 10+40
<br />((15't Rt. 1 \ 0 5't Lt.1
<br />E.P.=30.01' �r/' E.P.-30.0
<br />i \ \
<br />11+25 / 11+25
<br />t•) 26'1 (12.9
<br />Conform ' Lt
<br />Conform E.P.
<br />O E.P. I I
<br />I QI I
<br />o I
<br />I I
<br />PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE
<br />COUNTY
<br />_. �,�;►��� (l •z $ - i ►-2�-QS �rc�rru�,���� dos
<br />SHEET N0. ACAD REVISIONS DATE
<br />45C)E:\Projects\006\Cardinal\Plans\Final Plan\Cardinal Intersection
<br />OF SAN JOAQUIN
<br />ILU
<br />I
<br />I Z W I
<br />Lu I Q
<br />8+75 (11,6' Rt,) 8+75 (13.1' Lt.)
<br />Conform O E.P.\� 21`f Conform O E.P.
<br />\ `• Conform/
<br />9+00 ` 9+00
<br />\ 4't U.J.
<br />E.P,=29.74' C.U= PP,-29.72
<br />/
<br />9+20 \ y 9+20
<br />P(14't W. \ +� (14't Lt.)
<br />P,=29.3�` �\ '\ ,�E.P.=29.34'
<br />!' ^ Construction Center Line
<br />Elvin Avenue
<br />99+54 9+54 z
<br />E�P. t28.71' \ 9+ E'P =28,70'
<br />C.L= /
<br />\ i-
<br />9+71
<br />(16't Rt.) (D
<br />=28.56
<br />9+71 +
<br />(16't Lt.
<br />17LIP ?8.53
<br />- . 9+75+80
<br />i
<br />141 t Rt. _�L4 9+84..
<br />P-28.76 _._--------- f28't Lt.k _ -
<br />- (28't Rt.
<br />_- -- __.. -----UP-28.78---
<br />-- LIP=28.8� 10+00 _
<br />10+00 TOfDO -
<br />_ _ 41
<br />t Rt. ---
<br />. CL.-29.09
<br />C. _
<br />_ L
<br />___-- ,
<br />16 t Lt.)
<br />10+00 � 1 ._ 0+00
<br />- (16 # RL 10+20 _
<br />T
<br />s _ 1
<br />_._. p 7
<br />U 28. 0
<br />10+20 10+20
<br />10+20 _ ___
<br />t Rt. _. 41 t t.
<br />41 t Rt,
<br />28
<br />= _ 28. 3
<br />P 75 P 8.69 __. _ 7 u ?8. u 2
<br />(P 8. 6 _ U 2 /
<br />-Construction Center Line
<br />Cardinal Avenue
<br />SCALE : 1 "=20'
<br />INTERSECTION DETAILS
<br />4
<br />`t" O
<br />a
<br />o rn�
<br />I W I
<br />W
<br />m W
<br />LU
<br />31�
<br />8+75
<br />8+75 12.5' Lt,
<br />�2"V Rt) I 2 .t I Conform
<br />O E.P. \I „ O E.P"
<br />i ! I co f "�
<br />f ; i 9+00
<br />9+00 / I (12.5' Lt.)
<br />P4't Rt. I 4 / E.P.=30.23-
<br />P.=30.1�'� l
<br />c �.=30.4,8"
<br />Construction Center Line
<br />1 1
<br />I Weber Avenue
<br />I ` t 9+34
<br />34
<br />3 24.(34I�1 l I/2.5' L.
<br />(' EP.=30.22'
<br />E.P.-3�
<br />l ; I 9+54
<br />9+54 9+54 ! i ! (12.5' Lt.)
<br />�18't Rt.� Q8 Lfi j 1, / E.P.=30.21'
<br />P.=3 1 \ I q I
<br />9+71
<br />(17.8- Lt.
<br />E.P.=30,98'
<br />t
<br />' elPM30,31,
<br />,+71
<br />0' R/t L=�9+84
<br />(42.8' Li\'9+73 / i/ E.P.=32.16
<br />9+80
<br />tA
<br />LIP=29.77 ,A 84
<br />Rt.
<br />i
<br />32' , L ) ,
<br />J 14Od , i
<br />1.Qi�O, T ---
<br />20 Rt. 1 r Lt.
<br />L 34
<br />L $s
<br />i
<br />i
<br />1t9t00
<br />10+
<br />42 \
<br />32 lit. 2•
<br />5 Lt
<br />+2 � (L
<br />`10 0 \ G, 3Z
<br />.L: 3
<br />20
<br />10+20
<br />_30;29
<br />11P
<br />2
<br />9.
<br />1
<br />10+20 10+20
<br />\ 10+20 \ (21't Lt. \ (42.8'
<br />I '--Y� E.P,=30.76` E.P,=31,2Lt.' E.P,=32.04'
<br />I
<br />R ECO R Lf-J!"D RAW1 N
<br />Corrections By
<br />No Changes By
<br />Date, z -,5 o 7
<br />Any All infog n9 in This Drawn hould
<br />'S ..Verify
<br />information
<br />By inspecting The S1te Of Work
<br />SHEET TOTAL
<br />CARDINAL AVENUE IMPROVEMENTS No, SHEETS
<br />(Main Street to Weber Avenue) 24 31
<br />
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