HomeMy WebLinkAbout2194A-2N
1 10
EX. R34
RL EX. R18-2 r RL EX. R26(S)
EX. R41 ON ^ r 1 O EX. R17
OEX. R35
R26(S)
VALLEY
RL EX. R26(S)
REMOVE
OEX. W74 EX. W41
r°SED h
KAISER
DRIVEWAY
s zr_ 0 zoo s'
EX. R61-5.1
EX. R49 ON
BARRICADE
UNION OIL PO//EX.
& R 17B iNSTALI. 1AA,D€AIG -• •-I$ I 1� "Z
R17 ///1EX. R17
& R 17B & R176
DRI WA R I VE WA Y �XIs�"¢ WLX R I VE WA Y EfOSnwG WALK R I VE WA '
IWY. I — — — ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------------------------------------------------------------
------- ---- ---- ---- ---------------- — ----- EX R2 )
6(S
EX. R7 Lo'
N
REPAINT EXIST ARROWS—
�-- — — — — — — -- — EX. R20B EX. R7 &TYPE "K" �
ia2 O 14 _ 15
"'♦ 0' 50 48' 12'
120'
w
M
LEGEND '
EXISTING STRIPING & MARKINGS TO REMAIN.
__________ ------------- EXISTING STRIPING & MARKINGS TO BE REMOVED.
-� PROPOSED STRIPING & MARKINGS.
b EXISTING SIGNS; M PROPOSED SIGNS.
R EXISTING RED CURBS
R PROPOSED RED CURBS
.rr PAINT TYPE VI ARROW
i- + EYP E _K_ 16 -- 17
EX. R7
N X
. R7 &
EX. R208 _ "K"
EX. R49
00
BARRICADE
EX. D WY. ! -4EX. X. D WY.
EX. R17 EX. R17
& R17B & R17B
M JEX. uwY. r r
EX. R26(S) EX. R17 EX. W41 EX. R26(S) EX. R26(S) EX. R26(S) EX. R13
& R178
u• it 13' is
VINEYARD
VALLEY
DRIVEWAY
CONSTRUCTION NATES
X�
DETAIL NUMBER FOR INSTALLATION
OF PAVEMENT MARKINGS PER STATE
STANDARD PLANS NO. A20—A,
A20-8 do A20—C.
SB REMOVE EX. STRIPING
RL RELOCATE EXISTING SIGN
SQ SIGNALIZED INTERSECTION
GENERAL NOTES:
emu
EX. R26(S)
tV N
N N
—4:1 19 N .20
j —N
EX. R26(S)
;r2lif * I
EX. R26(S)
1.
ALL WORK, MATERIALS AND EQUU FMENT FOR TRAFFIC SIG"G AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND
SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2
PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM
TO CALTRANS STANDARD PLANS JULY 1992.
I
PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS.
4.
TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL
BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST
COAT. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN
THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL
COSTS BE NECESSARY.
SIGNS &
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
R-17 NO LEFT TURN SYMBOL SIGN L SIGNS SHS K MOUNTED ON A "QLNCK PUMN POST 2" X 2" (12 GJ.)
R -17B NO LEFT TURN WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE
R-1 8— 2 RIGHT LANE MUST TURN RIGHT PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO
MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY
R -26(S) NO STOPPING ANY TIME ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO
FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR
W-41 SIGNAL AHEAD INTER—SYMBOL WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP.
W-74-1 THRU TRAFFIC MERGE LEFT/RIGHT 7. IT MALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
S ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR
AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.
9. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH
THE CITY OF FONTANA TRAFFIC SECTION STOP SIGN AND LEGENDS
.- jV EAt, WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE
�4E WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO
� r"G. pjT SACS, COORDINATE WORK WITH CITY .FORCE&
2 10. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
G04$T1'4 ren DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR
�D CONSTRUCTION SIGNS MAY BE REQUI14.0 SY THE ENWZER.
11. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS. LIMIT LINES, ARROWS
AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3
GI"IL �+� OF CALTRANS STANDARD SPECIFICATIONS. UNLESS NOTED OTHERWISE ON PLAN
b
EX. R26(S)
EX. R2(50)
SCALE: 1" = 40'
— r -
p N
If -
EX. R26(S)
SECONDARY MITIGATION MEASURES