HomeMy WebLinkAbout3692-1Cl TY OF FON TA NA
SIGNING & STRIPING NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD
SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD
SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 2002
2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA
STANDARD STENCILS.
J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD
THERMOPLASTIC. PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM
TO THE LATEST CAL TRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CAL TRANS SPECIFICATIONS
SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS
OTHERWISE SHOWN ON THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST
UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE
ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION.
8. ALL CONFLICTING STRIPING AND MARKINGS TO BE REMOVED
BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS SECTION E.
9. AS SHOWN ON PLANS, DETAIL 12 SKIP STRIPES SHALL END A T
INTERSECTIONS WITH 50 -FOOT OF SOLID STRIPE AND RAISED
PAVEMENT MARKERS PER DETAIL `A" ON SHEET 2.
10. CROSS WALKS SHALL HAVE 10 -FEET BETWEEN THE 12" STRIPES
PER CITY STD. 1006.
11. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS
9, 12, OR 38 WHERE STREET/HIGHWAY IS DIVIDED.
NO TES:
CITY OF FONTANA
SIGN/NG & STRIPING PLANS FOR
S UMMI T AVENUE
FROM L YTLE CREEK RD. TO CITRUS AVE.
STA. 60+61.12 TO STA. 103+84-03
VICINITY MAP
1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR TO CONSTRUCTION.
2. PLANS ARE APPROVED WITH R/W AND STREET IMPROVEMENTS AS
SHO WN.
J. ANY DEVIA TION/S FROM THESE PLANS SHALL REQUIRE A REVISION
TO BE APPROVED BY THE CITY TRAFFIC ENGINEER.
PRI VA TE ENGINEER'S NO TICE
TO CON TRA C TOR
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY- THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
L YTLE CREEK RD. KNOX AVE. PARKSIDE WA Y CITRUS A VE.
TOLL FREE -qmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SUMMIT A VENUE
INDEX MAP
SCALE: 1 "=200'
INDEX OF SHEETS
SHEET No. DESCRI P TION
1 TITLE SHEET
2 SIGNING & STRIPING (STA LYTLE CREEK RD TO SIA 80+50.00)
3 SIGNING & STRIPING (STA 80+50.00 TO STA 104+50.00)
A IVOTE :
ALL SIGN/NG AND S TRI P/NG NORTH OF MEDIAN
CURB TO 8E INSTALLED jo S(/1>)c'0R7 it CAP " OF NOR71I
OF SUMM/T AVE. UNL ESS OTAIERWISE A/c7W .
2m
REV. REVISION DESCRIPTION DATE I ENGR. CITY DACE SHOULD CONSTRUCTION OF THE 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
`2 NoTEs Me ME FiNI►�''cAP�aFN�oSUMMIt AVE p V2'� STANDARDS IN EFFECT.
I ADD R 7' TURN LANE TO PAITI-( J1. C u ISL i 66
SIGNING AND STRIPING CONSTRUCTION N
51 APPLY CALTRANS RIGHT TURN ARROW, TYPE IV
52 APPLY SOLID WHITE LINE PER DETAIL ` A " HEREON
53 APPLY RIGHT EDGE LINE PER DETAIL 27B
55 APPLY CAL TRANS LANE UNE, DETAIL 12 MODIFIED TO INCLUDE TYPE "C"
RPM'S (RED ONE WAY) INSTEAD OF TYPE "G" RPM (DETAIL 14A).
56 APPLY 300mm (12") WHITE CROSSWALK MARKING PER CITY STD 1006
5� APPLY CAL TRANS LANE REDUCTION ARROW
60 APPLY CAL TRANS LEFT TURN ARROW, TYPE IV
61 APPLY CAL TRANS NO PASSING ZONE — TWO DIRECTION , DETAIL 22
62 APPLY CAL TRANS MEDIAN ISLAND, DETAIL 29
65 INSTALL TRAFFIC SIGN & POST (UNLESS OTHERWISE SHOWN) SIGN TYPE(S) PER PLAN
69 PROTECT EXISTING SIGNING & STRIPING
7i CONSTRUCT BARRICADE PER CITY OF FONTANA
79
STD. NO. 118 (MODIFIED WIDTH PER SITE CONDITIONS)
APPLY CAL TRANS LANE LINE MODIFIED
DETAIL 38 w/ TYPE "C" RED—CLR RPMs
82 REMOVE EXISTING STRIPING
83 APPLY CAL TRANS BIKE LANE LINE, DETAIL 39
84 APPLY CAL TRANS BIKE LANE LINE, DETAIL 39A
85 APPL Y CAL TRANS STANDARD PA VEMEN T MARKING, BIKE LANE SYMBOL
86 APPL Y CAL TRANS STANDARD PA VEMEN T MARKING, BIKE LANE ARROW
N TS
CONS TRUC TION
QUA TI TIES
4
EA
700
LF
315
LF
7,07J
LF
DRAWN BY:
CC/dM
SUMMIT A VENUE
T/TLE SHEET
L YTLE CREEK RD. TO CITRUS A VE.
SCA LE
AS SHOWN
DESIGNED BY:
DATE:
JUNE 2004
/Date
: 1 Q
CE 36637 EXP. 6- -06_
WENDELL L. IWATSURU
CHECKED BY: Kw
APPROVED Y:
t "I'3 �51
DRAWING NO.:
3692
CITY TRAFFIC ENGINEER R.T.E. 1931 DATE
N
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C YN. RD.
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W
W
SUMMIT A VENUE
Oct
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U
U
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W
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U
HIGHLAND
A VENUE
BASELINE
A VENUE
VICINITY MAP
1. R/W CERTIFICATION SHALL BE PROVIDED PRIOR TO CONSTRUCTION.
2. PLANS ARE APPROVED WITH R/W AND STREET IMPROVEMENTS AS
SHO WN.
J. ANY DEVIA TION/S FROM THESE PLANS SHALL REQUIRE A REVISION
TO BE APPROVED BY THE CITY TRAFFIC ENGINEER.
PRI VA TE ENGINEER'S NO TICE
TO CON TRA C TOR
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY- THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
L YTLE CREEK RD. KNOX AVE. PARKSIDE WA Y CITRUS A VE.
TOLL FREE -qmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SUMMIT A VENUE
INDEX MAP
SCALE: 1 "=200'
INDEX OF SHEETS
SHEET No. DESCRI P TION
1 TITLE SHEET
2 SIGNING & STRIPING (STA LYTLE CREEK RD TO SIA 80+50.00)
3 SIGNING & STRIPING (STA 80+50.00 TO STA 104+50.00)
A IVOTE :
ALL SIGN/NG AND S TRI P/NG NORTH OF MEDIAN
CURB TO 8E INSTALLED jo S(/1>)c'0R7 it CAP " OF NOR71I
OF SUMM/T AVE. UNL ESS OTAIERWISE A/c7W .
2m
REV. REVISION DESCRIPTION DATE I ENGR. CITY DACE SHOULD CONSTRUCTION OF THE 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
`2 NoTEs Me ME FiNI►�''cAP�aFN�oSUMMIt AVE p V2'� STANDARDS IN EFFECT.
I ADD R 7' TURN LANE TO PAITI-( J1. C u ISL i 66
SIGNING AND STRIPING CONSTRUCTION N
51 APPLY CALTRANS RIGHT TURN ARROW, TYPE IV
52 APPLY SOLID WHITE LINE PER DETAIL ` A " HEREON
53 APPLY RIGHT EDGE LINE PER DETAIL 27B
55 APPLY CAL TRANS LANE UNE, DETAIL 12 MODIFIED TO INCLUDE TYPE "C"
RPM'S (RED ONE WAY) INSTEAD OF TYPE "G" RPM (DETAIL 14A).
56 APPLY 300mm (12") WHITE CROSSWALK MARKING PER CITY STD 1006
5� APPLY CAL TRANS LANE REDUCTION ARROW
60 APPLY CAL TRANS LEFT TURN ARROW, TYPE IV
61 APPLY CAL TRANS NO PASSING ZONE — TWO DIRECTION , DETAIL 22
62 APPLY CAL TRANS MEDIAN ISLAND, DETAIL 29
65 INSTALL TRAFFIC SIGN & POST (UNLESS OTHERWISE SHOWN) SIGN TYPE(S) PER PLAN
69 PROTECT EXISTING SIGNING & STRIPING
7i CONSTRUCT BARRICADE PER CITY OF FONTANA
79
STD. NO. 118 (MODIFIED WIDTH PER SITE CONDITIONS)
APPLY CAL TRANS LANE LINE MODIFIED
DETAIL 38 w/ TYPE "C" RED—CLR RPMs
82 REMOVE EXISTING STRIPING
83 APPLY CAL TRANS BIKE LANE LINE, DETAIL 39
84 APPLY CAL TRANS BIKE LANE LINE, DETAIL 39A
85 APPL Y CAL TRANS STANDARD PA VEMEN T MARKING, BIKE LANE SYMBOL
86 APPL Y CAL TRANS STANDARD PA VEMEN T MARKING, BIKE LANE ARROW
N TS
CONS TRUC TION
QUA TI TIES
4
EA
700
LF
315
LF
7,07J
LF
1,110
3
14
320
47
19
LF
EA
EA
LF
LF
EA
X L. S.
X EA
2,055 LF
560 LF
5,700 LF
1,200 LF
6 EA
6 EA
SCALE IN FEET
0 40 80 120 1
Its
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE INC.SIGNING
MADOLE AND ASSOCIATES, IN
& STRIPING PLAN
r1
760-A S. ROCHESTER AVENUE
ONTARIO, CA 91761
PH NE 09) 937-9151
DRAWN BY:
CC/dM
SUMMIT A VENUE
T/TLE SHEET
L YTLE CREEK RD. TO CITRUS A VE.
SCA LE
AS SHOWN
DESIGNED BY:
DATE:
JUNE 2004
/Date
: 1 Q
CE 36637 EXP. 6- -06_
WENDELL L. IWATSURU
CHECKED BY: Kw
APPROVED Y:
t "I'3 �51
DRAWING NO.:
3692
CITY TRAFFIC ENGINEER R.T.E. 1931 DATE
Its