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ON 133HS I 83M`d 10
<br />Base Bid
<br />Right —of —Way Center Line
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<br />Conform
<br />Sta. 9+00
<br />31't
<br />+
<br />107'
<br />Conform Transition for Base Bid
<br />(In the event only Base Bid is awarded,
<br />new pavement shall conform at Sta. 32+80)
<br />Additive Bid Alternate A
<br />CIO,
<br />x
<br />I I x
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<br />Conform I; X
<br />Sta. 8+50 I
<br />24't
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<br />Right —of —Way Center Line
<br />= Const. Center Line
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<br />Const. Center Line i �� 9 �� i<�
<br />I x
<br />x I I 110� 00 �� I J I j I
<br />+ ,c�, +
<br />t I x M h� Right —of —Way x
<br />j s Center Line
<br />x pCd
<br />;n d I x
<br />x
<br />l Sta. 32+26 (37' Lt.) f I w w l
<br />I I Const. Lamphole Construction �� I {, I X Construct Curb Ram
<br />Exist. Right -of -Way X I I x (Exact Location to be Center Line I I 0 �� X Type C at Bulb out
<br />CB603 I I I �� +CL
<br />determined on by the I I + I (Typ, 2 Locations)
<br />*,� " C o R.E. &City of Stockton ..-. �� I °' I }
<br />C '` P) Lim Representative) o' a �� � � � See Sheet 25 for Details
<br />0
<br />.. X--X--X�x-x x .. k x k "'dh(-h ," l O ZO --r �'! x x' I _
<br />�� / �> x i , �w„ �.. wuxu: � �i w Aar ,: ?: I � x -D x — x x x x x x x x —
<br />$( m 1` m ,�,� z,..�a^ �ir`,ab xod, I „ , snmxw,b'r ; ,x ,wr c a a .:ems ee ,. 3ea:., t.,, 3.N�
<br />LL.1 1i, / j � LLJ \/ x - X - X - x
<br />;�mlr
<br />I I t I - Ba of W a0 m
<br />v EQ Q < ,s \ 55}- - -s.r - - _ - - s5- LIEi I I c I I C �1S f / ` ° r ` t` ®14 + v Back of Walk
<br />Walk M
<br />I I ( M c or SS603 I I i M o - w
<br />I o �, -- 2( �� 20 20 _ sd45
<br />r7 07 / Al
<br />t 2 R=3�' I I N rwne»w�r R=30 �; ;,'_ - - - Md - CB613 _ - -- -
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<br />c- - --
<br />(V I Gutter
<br />l 1 121' Gutter Lip ° o f O
<br />CARDINAL �21 1 s o AVENUE � z
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<br />4--+ N
<br />Z ao SD601 o I - 3 o N (n -
<br />*' - 1 -- - — ----- ---- --- - - �_ - 4 ____ - 35+00
<br />I 131 +00 sn6o2 32+00 w - �.., ._.. ss -- ss _ s -- - 5� - - _ , 3 + 0 SS SS 5 s ; M, �S 34+IJQ s s 55 -- - --'
<br />30+00 3 0
<br />t'w Gutter Li o
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<br />� I . _. � s�--- �5------ss ----- a5 cv
<br />c N Gutter LiP 53601 {'
<br />— 21
<br />—I , 22 $. �- ------ 9-- ----�--------------- ---- — — --------------------- ----- ---- --- --- ----- —
<br />N yt *C
<br />CB601 - _ - - - -
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<br />.,ei x.«urns.cnircwdcvicx"y.,t wma,va•::ei,s X X -
<br />CB 21' .�.�....r.... .�.......... r...�. I . , _
<br />+.y., 2Z / x--X--X--X—X--x— X X�x x X—x—x--X—X--X--X--_--* --- x —X— X _X x z.« X x—%-x ��I
<br />Ne-W Con cre_' , \fin .l C._ap O / x x-
<br />-X� -Back of Walk —X—XJ—x
<br />V-O'M t t1s� uil �� . Q C�B609 +
<br />FB605 0
<br />Construct Curb Ramp Type B :18' 14'
<br />See Sheet 25 for Details
<br />CB608
<br />Place A.C, (Misc. Areas)
<br />See Sheet 3 for Details
<br />RECORD RAVAK�'___"(
<br />0corrattlan% ay
<br />No Chranget By ----
<br />Date _-2,--'s- 07
<br />Any Porcm 0§11mg This Drawing Should Verify
<br />All informintion By inspecting The Site Of Work
<br />W
<br />W
<br />'I
<br />29't
<br />Conform I
<br />I Sta. 11 +00
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<br />3
<br />13618
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<br />5
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<br />X Stone Drain Inlet Catch Basin Details
<br />+ -o E
<br />Offset from C.L.
<br />C C
<br />Iu K% W Of No. Station of Construction Construction Notes
<br />Construct Curb Ramp Type A
<br />(Typ, 3 Locations)
<br />See Sheet 25 for Details
<br />I
<br />I
<br />X
<br />x
<br />* Reset location to be determined by the Engineer.
<br />Exist, Center Line
<br />x X--x x-x1-x-x
<br />Sta. 33+67 (Rt.) Back of Walk
<br />Construct Curb Ramp Type D
<br />See Sheet 25 for Details
<br />Maintenance Hole Details
<br />No.
<br />Station
<br />Offset from C.L.
<br />of Construction
<br />Construction Notes
<br />Leff'
<br />Right
<br />SD601
<br />31+22
<br />0.5'
<br />Reset Storm Drain Manhole Frame and Cover
<br />SD602
<br />31+60
<br />0.3'
<br />Construct Storm Drain Manhole Type I
<br />SD603
<br />1 33+46
<br />0.6'
<br />Construct Storm Drain Manhole Type I
<br />SS601
<br />31+17
<br />8.0'
<br />Reset Sanitary Sewer Manhole Frame and Cover
<br />SS602
<br />33+83
<br />3.8'
<br />Reset Sanitary Sewer Manhole Frame and Cover
<br />SS602
<br />33+83
<br />3.8'
<br />Construct Sanitary Sewer Manhole Type I
<br />Original Ground (Lt.) Original Ground (Rt.) � Construction
<br />30+00 30+50 30+71 31+24 34+25 34+89
<br />C.L. 29.67' C.L. 29.54' C.L. 29,49' C.L. 29.90' C.L. 29.46' - - -
<br />CL 2962 I
<br />- - - - - - - - - - - - - -
<br />I 31+64 32+06 32+51 33+00 33+46 (y
<br />0 C.L. 29.52' C.L. 29.63' C.L. 29.51' C.L. 29,38' C.L. 29.26'
<br />Ln _ _
<br />30 ----- - __ -- --------- -- -- --- _n
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<br />STA. 30 31 32 33 34 35 STA,
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE �► SHEET TOTAL
<br />�. 8105 &) COUNTY OF $AN JOAQU�N SCALE: 1 =20 Horizontal STREET IMPROVEMENTS CARDINAL AVENUE IMPROVEMENTS NO. SHEETS
<br />�rr&_71/e'r' 8101 rrx� �s �1 ti-1,�.oS 0�A4�0/0 .Z��. 1"=2' Vertical PLAN AND PROFILE (Main Street to Weber Avenue) 12 31
<br />FILE NAME DRAWER SHEET NO.1 ACAD REVISIONS DATE
<br />-r E:\Projects\2006\Cardinal\Plans\Final Plan\Street Improvement Plan & Profile
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