|
Beg. Striping /
<br />Sta. 43+311, \
<br />150.5' Lt.
<br />BCR
<br />Sta. 43+62.2, " �-
<br />109.5' Lt.
<br />MCR
<br />Sta. 43+84.0,
<br />84.0' Lt.
<br />Reverse Curve
<br />Sta. 44+08.8,
<br />61.4' Lt.
<br />MCR
<br />Sta. 44+24.3,
<br />44.4' Lt.
<br />Change Radius
<br />Sta. 44+32.3,
<br />22.8' Lt.
<br />MCR
<br />Sta. 44+23.5,
<br />10.1' Rt.
<br />ECR
<br />25.2' Rt. \\
<br />43
<br />I -
<br />CONFORM PROPOSED STRIPING TO
<br />STAGE 2 STRIPING (DETAIL 278)
<br />CONFORM PROPOSED STRIPING TO
<br />STAGE 2 STRIPING (DETAIL 22)
<br />STA. 43+72t, 117't Lt.
<br />BCR
<br />Sta. 43+85.1,
<br />121.1' Lt.
<br />MCR
<br />Sta. 44+05.3,
<br />98.9' Lt.
<br />ECR
<br />Sta. 44+28.2,
<br />79.5' Lt.
<br />BCR
<br />Sta. 44+44.4,
<br />69.0' Lt.
<br />MCR
<br />Sta. 44+57.7,
<br />59.4' Lt.
<br />ECR
<br />/ Sta. 44+68.8,
<br />/ 47.8' Lt.
<br />BCR
<br />Sta. 44+88.3,
<br />23.9' Lt.
<br />MCR
<br />Sta. 45+01.9,
<br />9.5' Lt.
<br />Change Radius
<br />Sta. 45+17.3,
<br />2.9' Rt.
<br />MCR
<br />Sto. 45+37.8,
<br />11.9' Rt.
<br />ECR
<br />/ Sta. 45+60.0,
<br />15.0' Rt.
<br />PLACE NEW STRIPING PER
<br />STAGE 2 PLANS (DETAIL 278)
<br />CONFORM NEW STRIPING TO
<br />STAGE 2 STRIPING (DETAIL 27B)
<br />STA. 46+56t
<br />PLACE NEW STRIPING (DETAIL 27B)
<br />CONFORM NEW STRIPING TO
<br />STAGE 2 STRIPING (DETAIL 22)
<br />STA. 48+ 75t
<br />- CONVERT STAGE 2 DETAIL 27B
<br />STRIPING TO NEW STRIPING
<br />(DETAIL 22)
<br />PLACE NEW STRIPING (DETAIL 22)
<br />CONFORM NEW STRIPING TO
<br />its STAGE 2 STRIPING (DETAIL 22)
<br />STA. 48+75t
<br />47 48 49
<br />16.1' 4 46 I I I - I - I -
<br />i I I o I I - - -
<br />- - - © O O O O 0 0 O 0 0 O
<br />4 1
<br />% !�
<br />�--T-----Ln_ 16.4'
<br />_-------- -------_ - ----A, (tyP•)
<br />N- - - - - -
<br />DETAIL 22 STRIPING BCR
<br />PER STAGE 2 PLANS Sta. 43+85.3,
<br />51.0 Rt,
<br />DETAIL 278 STRIPING MCR
<br />PER STAGE 2 PLANS Sta. 44+06.8,
<br />54.3' Rt.
<br />ECR
<br />Sta. 44+26.4,
<br />63.6' Rt.
<br />ECR
<br />Sta. 44+25.3,
<br />27.3' Rt.
<br />MCR
<br />Sta. 44+06.1,
<br />35.5' Rt.
<br />BCR
<br />Sta. 43+85.6,
<br />39.0' Rt.
<br />I -
<br />BCR /
<br />Sta. 43+99.5,
<br />39.1' Rt.
<br />MCR
<br />Sta. 44+12.9,
<br />41.2' Rt.
<br />ECR
<br />Sta. 44+25.5,
<br />46.1' Rt.
<br />DETAIL A
<br />BCR /
<br />Sta. 44+58.9,
<br />85.4' Rt.
<br />MCR
<br />Sta. 44+84.5,
<br />111.2' Rt.
<br />ECR
<br />Sta. 45+00.5,
<br />144.3' Rt.
<br />r- PLACE NEW STRIPING
<br />(DETAIL 25A)
<br />PLACE NEW STRIPING
<br />(DETAIL 276)
<br />�., MCR
<br />Sta. 44+24.5,
<br />36.7' RC
<br />I � �
<br />_____-_ - - - - .- - - - - - - - - - - - - - - -
<br />I
<br />1 _
<br />II - - - - - - - - - - - - - - - - - - - - - - -
<br />----------- ...__
<br />/J \ ECR CONVERT STAGE 2 DETAIL 22 CONFORM NEW STRIPING TO
<br />Sta. 46+50.1, STRIPING TO NEW STRIPING STAGE 2 STRIPING (DETAIL 27B)
<br />39.0' Rt. (DETAIL 27B) STA. 48+76f
<br />14.5' MCR
<br />Sta. 46+13.9,
<br />39.5' Rt.
<br />131' Change Radius
<br />Sta. 45+77.7, West Quadrant
<br />` I
<br />40.8' Rt. Sta, 44+74.4 2.7' Rt.
<br />,
<br />MCR
<br />Sta. 45+55.6,
<br />44.3' Rt.
<br />Change Radius Center of Radius - -
<br />Sta. 45+34.8, Sta. 44+74.3, 36.3' Rt. i
<br />52.5' Rt.
<br />13!' MCR
<br />12'
<br />Sta. 45+21.9, South Quadrant ) 67.2'0
<br />\, `, 64.0' Rt. Sta. 44+40.9, 35.9' Rt. I
<br />Change Radius PLACE NEW STRIPING BCR
<br />South Quadrant, Barricades I
<br />(DETAIL 22) S8a 44+00.9, Sta. 44+611
<br />ric
<br />Sta. 45+16.1, 5.1" Lt.
<br />dric
<br />80 3' R
<br />c> ` k.
<br />\ MCR MCR LIMITS OF CAL LEGAL
<br />1
<br />Sta. 45+15.8, Sta. 44+07.,
<br />; TRAILER OVERTRACKING �
<br />92.8' Rt. 79.9' Lt. + 3'. PLACE BARRICADES
<br />BCR ECR
<br />INSIDE THESE LIMITS.
<br />Sta. 45+17.3, / Sta. 44+13.3,
<br />105.1' Rt. 74.8' Lt. PLACE NEW STRIPING East Quadrant
<br />,
<br />,
<br />,
<br />,
<br />,
<br />;
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />PLACE NEW STRIPING (DETAIL. 27B)
<br />PLACE NEW STRIPING (DETAIL 22)
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE
<br />2018 J. LEVERS 1 LEVERS
<br />.1 / J. LEVE 2/2018 F. VOHRA 2/2018
<br />-N DRAWER SHEET NO. REVISION DATE
<br />BCR /
<br />Sta. 43+72.1,
<br />117.0' Lt.
<br />MCR
<br />Sta. 43+95.9,
<br />90.2' Lt.
<br />Reverse Curve 4001*
<br />Sta. 44+23.2,
<br />65.6' Lt.
<br />MCR
<br />Sta. 44+43.4,
<br />39.2' Lt.
<br />ECR
<br />Sta. 44+48.1,
<br />6.3' Lt.
<br />PLACE TACTILE DEVICES
<br />15' O.C. (TYP.) 44
<br />I�PLACE NEW STRIPING
<br />(DETAIL 27B)
<br />CONFORM NEW STRIPING TO DETAIL B
<br />STAGE 2 STRIPING (ALL DETAILS)
<br />RIVER ROAD STA. 22+00t
<br />(DETAIL 25A)
<br />BCR
<br />Sta. 44+39.3,
<br />56.2' Lt.
<br />MCR
<br />Sta. 44+55.0,
<br />43.5' Lt.
<br />Reverse Curve
<br />Sta. 44+68.1,
<br />28.4' Lt.
<br />MCR
<br />Sta. 44+73.8,
<br />20.8' Lt.
<br />FOR
<br />4 Sta. 44+79.6,
<br />I 13.4' Lt.
<br />\ MCR
<br />Sta. 44+63.3,
<br />12.5' Lt.
<br />COUNTY OF SAN JOAQUIN SCALE
<br />Sta. 44+73.8, 69.9' Rt.
<br />45
<br />I
<br />MCR
<br />Sta. 45+24.1,
<br />33.1' Rt.
<br />PLACE NEW STRIPINC
<br />(DETAIL 27B)
<br />PLACE
<br />(DETAIL 25A)
<br />McHenry Ave Corridor Improvement Project
<br />AS -BUILT
<br />Resident Engineer - Mauricio Rivera, P.E.
<br />Structure Representative - David Franca. P.E.
<br />Revisions By
<br />ADJUST DELINEATORS FROM STAGE 2
<br />STRIPING AS NEEDED TO ACCOMODATE
<br />NEW STRIPING (TYP.)
<br />50 51
<br />I - I - I -
<br />0 0 0 0
<br />PLACE NEW STRIPING (DETAIL 278)
<br />West Quadrant, Barricades
<br />Sta. 44+75.3, 20.7' Rt.
<br />45
<br />I
<br />PLACE NEW STRIPING
<br />(DETAIL 24)
<br />North Quadrant, Barricades
<br />Sta. 44+89.0, 36.9' Rt.
<br />North Quadrant
<br />Sto. 45+07.8, 36.8' Rt.
<br />I
<br />1 PLACE 116 TYPE AY MARKERS ® 3'
<br />C-C SPACING, 6" INSIDE DETAIL 24
<br />i� (208t LF TOTAL LENGTH)
<br />East Quadrant, Barricades
<br />Sta. 44+74.6, 52.5' Rt.
<br />DETAIL C
<br />BCR
<br />Sta. 45+22.2, 22.2' Rt.
<br />MCR
<br />Sta. 45+33.6, 25.8' Rt.
<br />ECR
<br />Sta. 45+45.5, 27.0' Rt.
<br />PLACE NEW STRIPING
<br />(DETAIL 22)
<br />\ ECR
<br />Sta. 45+ 78.0,
<br />27.0' Rt.
<br />MCR
<br />Sta. 45+49.6,
<br />31.9' Rt.
<br />Sta. 45+23.6,
<br />44.2' Rt.
<br />ON 133HS
<br />CONFORM NEW STRIPING TO
<br />STAGE 2 STRIPING (TYP.)
<br />STA. 52+06t
<br />83MV80
<br />CCO No. 16
<br />Sheet 2 of 3
<br />52
<br />- I --- 1
<br />N
<br />N
<br />DETAIL 278 STRIPING PER STAGE 2 PLANS
<br />DETAIL 22 STRIPING PER STAGE 2 PLANS
<br />45
<br />I - I
<br />PLACE NEW STRIPING
<br />(DETAIL 276)
<br />MCR
<br />Sta. 44+91.5,
<br />83.3' Rt.
<br />BCR
<br />Sta. 44+80.1,
<br />86.0' Rt.
<br />MCR
<br />Sta. 45+01.3,
<br />111.2' Lt.
<br />ECR
<br />Sta. 45+13.7,
<br />141.7' Rt.
<br />PLACE NEW STRIPING
<br />(DETAIL 25A)
<br />BCR
<br />Sta. 45+01.7,
<br />78.0' Rt.
<br />MCR
<br />Sta. 45+01.6,
<br />88.1' Rt.
<br />ECR
<br />// 98.0' Rt.
<br />DETAIL D
<br />PLACE NEW STRIPING
<br />(DETAIL 25A)
<br />PLACE NEW STRIPING
<br />(DETAIL 22)
<br />SC-8A
<br />DETAIL E OF
<br />SC-1 2
<br />MCHENRY AVENUE AND RIVER ROAD TEMPORARY ROUNDABOUT SHEET TOTAL
<br />SIGNING/LEGEND PLAN NO. SHEETS
<br />(200' s/o to 750' n/o River Rd. & 300' w/o to 400' e/o McHenry Ave.) 1 1
<br />
|