HomeMy WebLinkAbout5096-1STRIPING GENERAL NOTES
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WC?K IN PUBLIC
RIGHT–OF–WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE
PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD PLANS AND !DECIMATIONS OF THE STATE OF CAUFORNIA,
DATED 2010, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2012.
3. IT SHALL BE THE RESPONSIBILITY OF ' THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFC CONTROL AT ALL TIMES.
4. ALL SIGNS SHALL BE INSTAL[ ED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS.
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTH;RWISE NOTED.
6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS
WITH RAISED MEDIANS.
7. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE BY SANDBLASTING.
8. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRDR TO APPLICATION
OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FR APPROVAL OF "CAT TRACKING."
9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIOIS PER CITY STANDARD PLANS.
10. AS–BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF IECORD,
WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.
50
MAW
r FUTURE CURB AND GUTTER� FUTURE R/W
1
CItI!: FI\ 'AA
CASA GRANDE AVENUE CYPRESS AVENUE
SIGNING AND STRIPING PLANS
FUTURE CURB AND GUTTER_– FUTURE R/W
SIGNING AND STRIPING CONSTRUCTION NOTES
1
2
9
10
111
ES11MATE OF
QUANTITIES
APPLY 4" DOUBLE YELLOW LINE PER DETAIL 22 2,099 LF
APPLY BIKE LANE ' LINE PER DETAIL 39 924 LF
APPLY_ BIKE LANE' EXTENSION PER DETAIL 39A (100LF) 200 LF
INSTALL R81 B(CA) I SIGN ON POST 1 EA
ADD R1 -3P TO STOP SIGN 2 EA
INSTALL R81(CA) ;SIGN ON POST 1 EA
r– APPLY 4" WHITE EEDGELINE PER DETAIL 27B
— INSTALL R1-1 SIGN ON NEW POST
-- INSTALL W1-1 (RIIGHT) SIGN ON POST
INSTALL W1-1 (LEEFT) SIGN ON POST
16
2,700 LF
1 EA
1 EA
1EA
APPLY "STOP" LEGEND AS SHOWN PER MUTCD FIGURE 38-20 AND STOP BAR 2 EA
INSTALL STANDARD) BARRICADE PER CITY STD. PLAN NO. 4000 WITH SIGN 2 EA
2 EA
4 EA
INSTALL W3-1 SIGN ON POST
APPLY STANDARD
MARKING AS SHOWN
13
14
15
EP
16
17
ea
t \ ;
N- PROPOSED R/W
BIKE
LANE
R7 -9A
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•
•
GRAPHIC SCALE
25 50 100
200
(IN HET)
1/N00150 FE
29
LOT 'A'
N OPZEZEMB
ws{>
PROPOSED SIDEWALK
PROPOSED CURB & GUTTER
PL
TTM 17165
25 if 26
6" AC BERM —/
FUTURE CURB AND GUTTER
FUTURE R/W
16
19
-F
20
21
—i-
22
4
18+18.81 CASA GRANDE AVE
12+26.00 VAIONT WAY
•
PDPOSED R/W
PROPOSED CURB & GUTTER
LOT "B"
15
16
23 2�4
PROPOSED SIDEWALK
PL
25
BIKE
LANE
R7 -9A
CASA GRANDE AVENUE
TTM 17165
W3–
•
END
R816(CA)
ALL WAY
R1 -3P
(VD
BIKE LANE
R8 1 (CA)
R1-
14
FUTURE CURB & GUTTER
FUTURE R/W
25+88.89 CASA GRANDE AVE.
37+10.60 CYPRESS AVE.
16'
sI
12'
10
7
R1 -3P
R1-1
ALL WAY
FUTURE R/W
FUTURE CURB & GUTTER
35+70.00 MATCH LINE
SEE BELOW
30+44.60 Q
12+11.92 Q
CYPRESS AVE.
REYNA LANE
PROPOSED
SIDEWALK
PROPOSED CURB & GUTTER PROPOSED SIDEWALK
29 30
CYPRESS AVENUE
32
N
FUTURE CURB AND GUTTER
M.T 17 EN
15
W3_1 --
FUTURE R/W
W1-1
c�
DIAL
BEFORE
YOU DIG
TOLL FREE
A PUBLIC SERVICE BY
TWO WORKING
DAYS BEFORE
YOU DIG
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rti
1-800--227--2600
UNDERGROUND SERVICE ALERT
REV.
REVISION DES&IPTION
ENGR.
DATE
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE
OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY,
RECORDED IN BOOK 35, PAGE 9. BEING: N 89'30'06" E
BENCHMARK
BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVATION: 1428.609
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
/1/20/11.
Date
He nold A. Allard, A.C.E. 79086
(expires 3/31/2016)
CITY OF FONTANA, CALIFORNIA
SIGNING & STRIPING PLAN
DRAWN BY:
DA
DESIGNED BY:
DA
CHECKED BY:
RRA
TRACT NO. 17165
CASA GRA E AVENUE
&CYP' ENUE
OVED B
TY ENGINEER R.C.E. 51152 DATE:
SCALE:
AS NOTED
DATE:
November, 2014
DRAWING NO.:
5096
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