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10. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 9, 37139 & 38
WHERE STREET/HIGHWAY IS DIVIDED.
L
L/3
L
L/2
TYPICAL LAYOUT WHEN 200'> L >100'
Nr
L/3
TYPICAL LAYOUT WHEN 300'> L >200'
3�
LEFT ARROW. LOCATION
0
cn
20
DETAIL "A"
Ir
Ir
4" WHITE STRIPE
TYPE "C'° MARKER
DIRECTION OF TRAVEL
6" 49'
LANE LINE LAYOUT AT INTERSECTION
DETAIL "B"
N.T.S.
QECOQD DRAWING
06/07
40 20 0 40 80
SCALE IN FEET
SIGNING AND STRIPING GENERAL NOTES (APPLICABLE TO SHEETS 19 THROUGH 22i
LEGEND
CONSTRUCTION NOTES
1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING
EXISTING ONE POST SIGN
Ej]XX
INSTALL STRIPING AND RAISED PAVEMENT MARKERS PER MUTCD 2003,
HALL CONFORM TO THESE PUNS, THE M.U.T.C.D. 2003, 2003 M.U.T.C.D.
AND CALIFORNIA SUPPLEMENT TO MUTCD 2003.
CALIFORNIA SUPPLEMENT, THE STANDARD SPECIFICATIONS FOR THE CIN OF
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EXISTING TWO POST SIGN
FONTANA, THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA
❑Q
INSTALL PAVEMENT OR CURB MARKING
(DATED JULY 2002).
+
EXISTING STREET NAME SIGN(SNS)
F31
REMOVE EXISTING CONFLICTING STRIPING AND PAVEMENT MARKINGS BY
2
PAVEMENT MARKINGS SHALL CONFORM TO THE CIN OF FONTANA STANDARD
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ONE POST SIGN
WET SANDBLASTING. RAISED PAVEMENT MARKERS AND THERMOPLASTIC
STENCILS.
MARKINGS SHALL BE REMOVED PER METHOD APPROVED BY THE CIN ENGINEER.
3•
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC
4
TWO POST SIGN
F41
REAPPLY EXISTING STRIPE OR PAVEMENT MARKING
PER SPECIAL PROVISIONS.
4•
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SIGN ON STREET LIGHT POLE. STRAP
SADDLE BRACKET METHOD (S &SBM)
❑D
EXISTING MARKINGS, STRIPING AND/OR PAVEMENT MARKERS TO
TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE
AND
REMAIN
PLANS.
+
STREET NAME SIGN (SNS)
06 XX
INSTALL RAISED PAVEMENT MARKER PER CALTRANS STANDARD PLANS
5,
ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS
SPECIFICATIONS DETAIL N0.
OTHERWISE SHOWN, PER CIN STANDARD DETAIL N0. 139.AND
EXISTING PAVEMENT MARKING—ARROW
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F71XX
INSTALL SIGN OR MARKER PER CALTRANS STANDARD PLANS AND
g
IT SHALL BE THE RESPONSIBILTIY OF THE CONTRACTOR TO MAINTAIN
�
NEW PAVEMENT MARKING—ARROW
SPECIFICATIONS SIGN CODE/DETAIL NO.
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
"CAT—TRACKING'
Q
REMOVE SIGN OR MARKER
7,
CONTROL POINTS OR TO BE APPROVED BY THE ENGINEER 2
(TWO) WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
F91
RESET/RELOCATE EXISTING SIGN TO NEW POST
8.
CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER
SIGN OR MARKER TO REMAIN
CIN STANDARD DETAIL 1006.
11
APPLY 4" WHITE (50' OR AS OTHERWISE SHOWN) LEAD—IN/LEAD—OUT STRIPE
g.
ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS
APPROVED BY CIN TRAFFIC ENGINEER.
10. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 9, 37139 & 38
WHERE STREET/HIGHWAY IS DIVIDED.
L
L/3
L
L/2
TYPICAL LAYOUT WHEN 200'> L >100'
Nr
L/3
TYPICAL LAYOUT WHEN 300'> L >200'
3�
LEFT ARROW. LOCATION
0
cn
20
DETAIL "A"
Ir
Ir
4" WHITE STRIPE
TYPE "C'° MARKER
DIRECTION OF TRAVEL
6" 49'
LANE LINE LAYOUT AT INTERSECTION
DETAIL "B"
N.T.S.
QECOQD DRAWING
06/07
40 20 0 40 80
SCALE IN FEET