HomeMy WebLinkAboutT-2690B9SEC. 24, T. 23 N., R. 4 E.) W.M.
N
2.
FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20,20-01
DEVIATIONS
3.
SEE PAVEMENT MARKING DETAIL SHEET MKI)l FOR GORE AREA DETAILS.
REDUCED MAINLINE SHOULDER AND LANE
WIDTHS ON NEW BRIDGE OVER SPRINGBROOK 4.
AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
CREEK AND OAKESDALE AVE -APPROVED 4-6-07
6.
FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01.
INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01.
REDUCED INSIDE SHOULDER WIDTHS AT SIGN
14
BRIDGE LOCATIONS -APPROVED 3-10-09
FILE NAME C:%WorkIProjectWiselBTJV00021dms022731BTJV0002
PS MK 406-CP.dgn
TIME 8:22:01 AM
-
RENO, GION
STATE
FEDAID PROJA0.
DATE 812412010
10
WASH
PLOTTED BY_ dio
DESIGNED BY A. SCHMIDTMAN
JOB NUMBER
ENTERED BY D. FRANKUM
CHECKED BY J. ST. JOHN
CONTRACT NO.
LOCATION NO.
PROD. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
REVISION
DATE
BY
40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET.
7. TYPE 2W RPM SHALL BE SPACED 40 FEET.
8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01.