HomeMy WebLinkAbout3112-1EXISTING 1.5"C, SIC
14 !14 # 1 # I f ? = f
/ -
EXISTING 1.5"C, --- --`----f;
SIC, 1 -DLC I rE LIP I o
_''
MATCHLINE A -A o
in
N
CROSSWALK OR LIMIT LINE \
ti
6'X6'LOOP
TYPICAL LEFT TURN POCKET
LOOP DETECTOR LAYOUT
t- ~
c
285' TO CROSSW�/
12
1 `
EXISTING 1.5"C, 1 -DLC
DIRECTION OF TRAVEL
* = DETECTION INPUT TO CONTROLLER
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 86 OF THE
CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND CITY OF ONTARIO SPECIAL PROVISIONS FOR
TRAFFIC SIGNALS PREPARED SPECIFICALLY FOR THIS WORK.
2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS,
WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN
REDUCED. RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTIONS
84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE
NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION.
5. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN
IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S ENCROACHMENT PERMIT. THE CONTRACTOR
SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133, 48 HOURS MINIMUM) IN ADVANCE OF ANY
CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES.
6. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION
OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS
REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
7. IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR
CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF
ONTARIO.
9. THE CONTRACTOR SHALL OBTAIN A NO -FEE TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR
TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO
SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF
THE SOUTHERN CALIFORNIA EDISON COMPANY.
11. OBTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND DETECTOR LOCATIONS PRIOR TO FINAL PLACEMENT.
12. ALL PULL BOXES ADJACENT TO MASTARM POLES, OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE #6.
ALL OTHERS SHALL BE #5 UNLESS OTHERWISE SHOWN.
13. DETECTOR LOOPS SHALL BE SPLICED IN SERIES. PHYSICALLY ADJACENT DETECTORS LOOPS SHALL BE WOUND
WITH OPPOSITE ROTATION. ROTATION REVERSAL MAY BE ACCOMPLISHED AT THE POLE BOX BY REVERSING THE
LEADS.
14. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE
ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE No. 9, ON THE WEST
SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET.
15. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OF THE DEVELOPER FROM RESPONSIBILITY FOR
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY
INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW.
16. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM THE CITY A SET OF SPECIAL
PROVISIONS PREPARED SPECIFICALLY FOR THIS WORK.
BASIS OF BEARINGS: I BENCH MARK:
t M ATCH LI N E A- A
t
� 3
f
Ii
f
23 12 12 12{
w I s 9;
f {
f
EXISTING 1.5"C, SIC, 1 -DLC -",i { 3
3 s
EXISTING 2"C, SIC, 3 -DLC
I € f
STANDARD
I {
f
I.I.S.N.S.
LEGEND
f f
PED PUSH BTN
4
TOLL-FREE -qqmmP'"- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
POLE SCHEDULE
STANDARD
LUMINAIRE
(HPSV)
I.I.S.N.S.
LEGEND
VEHICLE
PED PUSH BTN
LOCATION
No.
TYPE
HEIGHT
SIG.M.A.
LUM.M.A.
MAS ARM
POLE
PED
PHASE
I TYPE
I ARROW
A
B
O1A
*
61A-5-129
35'
65'
15'
250W
Jurupa * *
2 -MAS
SV -1-T
SP -1-T
8
B
�
22
5 '
MAST ARM TO NEW LOCATION AS SHOWN.
fF-fl
7
0.m
1 9.8m
R
R
12
12900 W.
i
a
EEXISTING 26A-4-80 POLE, 40' SIGNAL MAST ARM AND ALL SIGNAL EQUIPMENT TO
I
CITY YARD, REMOVE FOUN TION COMPLETE. FR-LJEXISTING LUMINAIRE AND LUMINAIRE
'
MAST ARM TO LOCATIONC AS SHOWN.
22 *
35'
RL EXISTING TYPE 21 POLE AND SIGNAL EQUIPMENT TO LOCATION nD REMOVE
15'
250W
1
SV -2 -TA
SP -1-T
2
B
-*-
22'
4'
10.7m
4
�C
26A-4-129
35'
45'
15'
250W
Etiwanda Av * *
2 -MAS
SV -1-T
SP -1-T
2
B
�-
17'
4'
R
R
1600 S.
21
35'
15'
250W
SV -2 -TA
SP -1-T
4
B
17'
4'
R
R
R
R
R
R
R
R
E�
29A-5-129
35'
50'
15'
250W
Jurupa St
2 -MAS
SV -1-T
SP -1-T
4
B
�-
5'
3'
10.7m
15.2m
R
R
5800 E.
58
(D
21
35'
15'
250W
SV -2 -TA
SP -1-T
6
B
-�
EXISTING
E
E
E
E
E
E
E
E
G
29A-5-129
35
50'
15'
250W
Etiwanda Av
2 -MAS
SV -1-T
SP -1-T
6
B
-•-
5'
3'
10.7m
15.2m
R
R
1500 S.
21
35'
15'
250W
SV -2 -TA
SP -1-T
8
B
--►
EXISTING
E
E
E
E
E
E
E
E
ALL EQUIPMENT SHALL BE NEW UNLESS NOTED OTHERWISE: (E) = EXISTING; (R) = RELOCATE
ALL STREET NAME SIGNS SHALL BE MOUNTED PER DETAIL ON THIS SHEET AND THE SPECIAL PROVISIONS
* PER CALTRANS STANDARD PLANS DATED JULY 1999
** REFLECTORIZED S.N.S. (NON -ILLUMINATED) PER CITY OF FONTANA STANDARDS
,INSTALL 2"C, 3 -DLC r INSTALL 2"C, 1 -DLC ---_
16
r ;16
285' TO CROSSWALK. 1 fi
r--
V
ETECTOR
CONSTRUCTION NOTES
k02!ll
a
EXISTING TYPE 90 CONTROLLER IN A TYPE "R" CABINET. MODIFY EXISTING DETECTOR
INSTALL 1.5"C,
2 2 2
RACK TO CONFORM TO CITY OF ONTARIO STANDARDS, PER DETECTOR SCHEDULE RACK
3 -DLC
2 4 4
#1. FURNISH AND INSTALL NEW DETECTOR RACK WITH 2 -CHANNEL DETECTORS PER
I f
2 6 6
DETECTOR RACK #2 AND THE SPECIAL PROVISIONS, CONTRACTOR SHALL COORDINATE
{ I BC CC
f ;
2 8 8
WITH THE ENGINEER
f
} EXISTING 1.5"C,
[
EXISTING TYPE III BF SERVICE PEDESTAL. CONTRACTOR TO PROTECT IN PLACE.
{ INSTALL 3 -DLC
1 3 11
2 4 12
#
1 5 13
EXISTING 3" CONDUIT TO SERVICE POINT. CONTRACTOR TO PROTECT IN PLACE.
r
F-41
[RS EXISTING 26A-4-80 POLE, 45' SIGNAL MAST ARM AND ALL SIGNAL EQUIPMENT TO
I n=
Etiwanda Avenue
and Jurupa Avenue
CITY YARD, REMOVE FOUNDATION COMPLETE. FRILEXISTING LUMINAIRE AND LUMINAIRE
f
MAST ARM TO NEW LOCATION AS SHOWN.
fF-fl
RS EXISTING 1-A POLE AND ALL SIGNAL EQUIPMENT TO CITY YARD, REMOVE FOUNDATION
I
f
DATE:
COMPLETE.
i
a
EEXISTING 26A-4-80 POLE, 40' SIGNAL MAST ARM AND ALL SIGNAL EQUIPMENT TO
I
CITY YARD, REMOVE FOUN TION COMPLETE. FR-LJEXISTING LUMINAIRE AND LUMINAIRE
'
MAST ARM TO LOCATIONC AS SHOWN.
{
0
RL EXISTING TYPE 21 POLE AND SIGNAL EQUIPMENT TO LOCATION nD REMOVE
EXISTING 1.5"C, FOUNDATION COMPLETE.
INSTALL 1 -DLC r 81
RS EXISTING 12" ROUND BALL INDICATIONS AND INSTALL NEW 12" LEFT TURN
INDICATIONS ON EXISTING MOUNTING AS SHOWN.
€
® CAP UNUSED TENON TO THE SATISFACTION OF THE ENGINEER.
#
f �
}
E
i I
v I
� � I
4 �H M
w
EXISTING DETECTOR
SCHEDULE - RACK #1
ETECTOR
CH 0 INPUT
FUNCTION
1
1 1 1
p
F E
RE
OS
NN
TC
E
2 2 2
2
1 3 3
2 4 4
3
1 5 5
2 6 6
4
1 7 7
2 8 8
5
1 1 9
A
D
V
A
N
E
2 2 10
6
1 3 11
2 4 12
7
1 5 13
2 6 14
8
1fiEi
2
PROPOSED DETECTOR
SCHEDULE - RACK #2
ETECTOR
CH 0 INPUT
FUNCTION
1
1 1 17
P
R
BE
AS
C E
KN
E
2 2 18
2
1 3 19
2 4 20
3
1 5 21
2 6 22
4
1 7 23
2 8 24
*
5
1 25
C
0
N
T
2 26
*
6
1 27
2 28
7*
1 29
2 30
*
8
1 31
2 32
S
ALL CONDUIT IS EXISTING UNLESS NOTED OTHERWISE: (N) = NEW;
ALL CONDUCTORS SHALL BE NEW EXCEPT INTERCONNECT AND TELEPHONE;
2" CONDUIT IN RUNS IQ7 & ARE FOR SIC
1.5 )1
SECTION "B -B"
SECTION "A -A".
TAPERED
TUBE
/16"0 H OLE
2'
HS CAP SCREWS,
TOTAL = 4
3/4"0 HOLD
IN POLE P4ATE
3/4"0 HOLE
IN ARM PLATE
1"0 HOLE IN POLE
10'
4'
q_ARM
ARM
NOT0
DRILL
DRAIN
REMOVABLE TAB FOR
12" 12"
STEEL CAP 1 I I SMALL SIGN B
CL -
B
ETIWANDA
CIN OF ONTARIO XXXX
q_
NOTES: 6"
1. MATERIAL: STEEL OF 40,000 PSI MIN. YIELD
AFTER FABRICATION.
2. GALVANIZED FINISH.
3. FOR INTERNALLY ILLUMINATED STREET NAME
SIGN, MOUNTING HARDWARE, AND ELECTRICAL
DETAILS SEE STATE STANDARD PLAN NO. ES -33
AND THE SPECIAL PROVISIONS.
j_q- 0 %* = OPEN POSITION
CD C 46585 rn
Exp. 06-30-0� I
CIV1��
1/2" COUPLING
BOTTOM - FOR
SIGN WRING
MOUNTING
PLATE
L.B. CONDULET.
W/
1/2- NIPPLE
i
North
1 "=20'
20 10 0 20 40
REV.
CONDUCTOR
SCHEDULE
ENGR.
CITY
DATE
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
STANDARDS IN EFFECT.
�Q�®�V�
?%,1 111''
®��`�®® `�
�`.t, � � 2�
0 �� �
,-r,
No. 2126 m
Exp 06-30-05
�� >-- �o~�.
?DRAWING
�z ��
Uj
w Y
o �
.� L
v V)
U_ m
PLANS DESIGNED BY:
��� �l%
'
DATE
Katz, Ok1tSu &Associates
Traffic Engineers and Transportation Planners
17852 E. SEVENTEENTH STREET #102
TUSTIN, CA 92780
(714} 573-0317 FAX: (714) 573-9534
CITY OF FONTANA CALIFORNIA
TRAFIFIC SIGNAL MODIFICATION PLAN
DRAWN BY:
Etiwanda Avenue
and Jurupa Avenue
SCALE:
DESIGNED BY:
DATE:
CHECKED BY:
APP D BY -
�' �%� -� Z
CITY TRAFFIC ENGINEER .C.E. 26690 DATE
NO.:
3112
1
ENV
INTERCONNECT
•
�00®m®00
OPTICAL CABLE
CONDUIT SIZE
ALL CONDUIT IS EXISTING UNLESS NOTED OTHERWISE: (N) = NEW;
ALL CONDUCTORS SHALL BE NEW EXCEPT INTERCONNECT AND TELEPHONE;
2" CONDUIT IN RUNS IQ7 & ARE FOR SIC
1.5 )1
SECTION "B -B"
SECTION "A -A".
TAPERED
TUBE
/16"0 H OLE
2'
HS CAP SCREWS,
TOTAL = 4
3/4"0 HOLD
IN POLE P4ATE
3/4"0 HOLE
IN ARM PLATE
1"0 HOLE IN POLE
10'
4'
q_ARM
ARM
NOT0
DRILL
DRAIN
REMOVABLE TAB FOR
12" 12"
STEEL CAP 1 I I SMALL SIGN B
CL -
B
ETIWANDA
CIN OF ONTARIO XXXX
q_
NOTES: 6"
1. MATERIAL: STEEL OF 40,000 PSI MIN. YIELD
AFTER FABRICATION.
2. GALVANIZED FINISH.
3. FOR INTERNALLY ILLUMINATED STREET NAME
SIGN, MOUNTING HARDWARE, AND ELECTRICAL
DETAILS SEE STATE STANDARD PLAN NO. ES -33
AND THE SPECIAL PROVISIONS.
j_q- 0 %* = OPEN POSITION
CD C 46585 rn
Exp. 06-30-0� I
CIV1��
1/2" COUPLING
BOTTOM - FOR
SIGN WRING
MOUNTING
PLATE
L.B. CONDULET.
W/
1/2- NIPPLE
i
North
1 "=20'
20 10 0 20 40
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
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
STANDARDS IN EFFECT.
�Q�®�V�
?%,1 111''
®��`�®® `�
�`.t, � � 2�
0 �� �
,-r,
No. 2126 m
Exp 06-30-05
�� >-- �o~�.
?DRAWING
�z ��
Uj
w Y
o �
.� L
v V)
U_ m
PLANS DESIGNED BY:
��� �l%
'
DATE
Katz, Ok1tSu &Associates
Traffic Engineers and Transportation Planners
17852 E. SEVENTEENTH STREET #102
TUSTIN, CA 92780
(714} 573-0317 FAX: (714) 573-9534
CITY OF FONTANA CALIFORNIA
TRAFIFIC SIGNAL MODIFICATION PLAN
DRAWN BY:
Etiwanda Avenue
and Jurupa Avenue
SCALE:
DESIGNED BY:
DATE:
CHECKED BY:
APP D BY -
�' �%� -� Z
CITY TRAFFIC ENGINEER .C.E. 26690 DATE
NO.:
3112
1