HomeMy WebLinkAbout2338-3VEHICLE DETECTOR LOOP REPLACEMENT DETAIL
GENERAL NOTES - THIS DETAIL
1. THE INSTALLATION OF VEHICLE DETECTOR LOOPS SHALL CONFORM TO THE PROVISIONS
OF SECTION 86, "SIGNALS AND LIGHTING", OF THE STANDARD SPECIFICATIONS AND
STANDARD PLANS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
(JANUARY, 1988), AS MOST RECENTLY REVISED, AND THE SPECIAL PROVISIONS FOR
THIS PROJECT.
2. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS
OF THE VEHICLE DETECTOR LOOPS PRIOR --TO SAWCUTTING.
3. LOOP DETECTOR CONDUCTORS SHALL BE TYPE 1.
4. LOOP DETECTOR CONFIGURATION WILL BE TYPE A PER �56 LOOPS WILL HAVE THREE
LOOPS OF DETECTOR CONDUCTOR AND BE SPACED 10 F ET,, "APART.
GENERAL NOTES - THIS DETAIL
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING 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.
3. PAVEMENT MARKINGS SHALL CONFORM TO CITY OF FONTANA 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.
5. 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 CITY STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) WITH 7/16" HOLES, 1" ON
CENTERS ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN
INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY 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 WITH ONE 7/16" HOLE ON EACH
SIDE, AND AT TOP.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8. CONTROL POINTS OR "CAT—TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO
PAINTING.
9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT
BY SANDBLASTING BY THE CONTRACTOR.
10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA
TRAFFIC SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5)
DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE
WORK WITH CITY FORCES.
11. EXACT LOCATION OF ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES TO BE DETERMINED BY THE
ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE
ENGINEER.
FONTANA
� I
I
Q _ —
�EX. R2(45)
N /
EX. R35
R18 RT
gW
l�
INSTALL OVER EXIST. LANE LINE 8@ CS
ol O /
FONTANA
i
< >AVENUE
71
x / /_— ���1--_— ,�7 F` �7
LEAVE IN TO
.CIS
XREUSE
PREVENTDEAD AREA Z. EXIST.—OUT & DLC. G� /
-1 F_ -ton
-
-kf X, / /
L_J L_J
ABAND. EX. LOOPS
4 EA.
J;2
/ I */ f •
A v / I - i -1 h
Lj LZ_ _J / /LZ- 3
N
I I I I
L_J L_J 3---� / / / - - - - - - - - - - - - -f�- - - - - - - - - - - - - - - -
F_--1
I I
L -J L -
_;----- - - - - ---- - - - - AL - To P
^S\
o
I / / < <
IN
cj
P
S /
SIGNING AND STRIPING DETAI'L-
LEGEND - THIS DETAIL
b
ESTIMATED QUANTITIES
NEW OR RELOCATE
se REMOVAL
QUAN.
PAVEMENT MARKINGS
QUAN.
SIGNS *
QUAN.
4" LANE LINE
70 LF
4 4" SOLID WHITE
130 LF
R7
2
EA
8" WHITE
75 LF
8" SOLID WHITE
400 LF
R10 RT
1
EA
12" WHITE STOP BAR
20 LF
cS 8" CHEVRON STRIPE
160 LF
R18 RT
2
EA
DBL. YELLOW
400, Lr
W 12" SOLID WHITE
40 LF
R26(S)
1
EA
"STOP" LEGEND
1. EA
DOUBLE YELLOW
400 LF
R28(S—RT)
1
EA
PVMT. ARROW
2 EA
PVMT. ARROW
8 EA
R28(S—LT)
1
EA
RL RELOCATE`"
QUAN.
"STOP" LEGEND
1 EA
R34
1
EA
R1 & SNS-
1 EA
EXISTING CONFLICTING STRIPING
0
0
R41
2
EA
R2(4Q,)�--
1 EA
TYPE N
2
EA
F-1 DELINEATOR
8
EA
FONTANA
i
< >AVENUE
71
x / /_— ���1--_— ,�7 F` �7
LEAVE IN TO
.CIS
XREUSE
PREVENTDEAD AREA Z. EXIST.—OUT & DLC. G� /
-1 F_ -ton
-
-kf X, / /
L_J L_J
ABAND. EX. LOOPS
4 EA.
J;2
/ I */ f •
A v / I - i -1 h
Lj LZ_ _J / /LZ- 3
N
I I I I
L_J L_J 3---� / / / - - - - - - - - - - - - -f�- - - - - - - - - - - - - - - -
F_--1
I I
L -J L -
_;----- - - - - ---- - - - - AL - To P
^S\
o
I / / < <
IN
cj
P
S /
SIGNING AND STRIPING DETAI'L-
LEGEND - THIS DETAIL
b
SIGN —
NEW OR RELOCATE
SIGN —
EXISTING, TO REMAIN UNLESS NOTED OTHERWISE
0I
INSTALL
SIGN, ON NEW POST
RL
RELOCATE SIGN, ON TO NEW POST
4W
INSTALL
4" SOLID WHITE EDGE STRIP
ES
INSTALL
4" SOLID WHITE EDGE STRIP.
8W
INSTALL
8" SOLID WHITE CHANNELIZATION STRIP
UW
INSTALL
12" SOLID WHITE STOP BAR
DY
INSTALL
DOUBLE YELLOW STRIP
INSTALL
8" SOLID WHITE CHEVRON STRIPE
CS
IN GORE
AREA
o
INSTALL
PAVEMENT ARROW, USE CITY STD. TEMPLATES
STOP
INSTALL
"STOP" LEGEND, USE CITY STD. TEMPLATES
0
`'-
SB
REMOVE/SANDBLAST
EXISTING CONFLICTING STRIPING
0
0
co
0
sm
* — ALL NEW SIGNS SHALL BE STANDARD
SIZE AND REFLECTORIZED
Fors f2Ev►5►oN & oJl`lf
OLE
A\/E* R
DRAWN BY:
MSD
DESIGNED BY:
PREP/AR UNDER THE U RVISI N OF:
MSD
CHECKED BY:
DATE
REVISIONS
ENGR'S CITY
PPROVAL DATE APPROVAL DATE
3 of 3 - NoT "USfcD I
ot I-ont-ana,
California)
VEHICLE DETECTOR LOOP DETAIL
SIGNING & STRIPING PF�TAIL
( PAR ---L MAP r1D. iIbin
FONTANA AVENUE
APPROVED BY: -lee, //•3v• 9¢
ENGINEER RCE DATE
SCALE:
PER DETAIL
DATE:
11/94
DWG. N0. SHEET
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