HomeMy WebLinkAbout4259-1♦ CONDUCTOR TABLE
AWG.
CIRCUIT OR
RUNS
-
-
-
-
-
-
-
-
-
(E)
02 DETECTOR
-
POLE
1
2
3
4
5
ZA
7
8
9
AR
1
-
POLE
-
-
-
-
-
-
-
2
-
J
04 DETECTOR
o
POLE
-
-
4
4
4
4
4
-
4
0
05 DETECTOR
-
-
-
-
-
-
-
-
-
-
-
1
06 DETECTOR
N
POLE/
4
4
-
-
-
-
-
4
-
11
-
-
-
-
-
2
2
2
2
2
2
2
2
08 DETECTOR
z
O
U
POLE/
-
-
-
-
-
-
2
3
3
—
-
ON
T_
POLE
4
4
7
6
8
8
10
11
11
20'(N)*
15'(N)
250W (N)
B(R)
4
N
MAS N SV— 1—T N "
SP-1—T(R)
**SEE BELOW (R)
13'
4'
8
TYPE 22(N) ♦
35'
z
POLE
250W (N)
I B(R)
6
E
SV_ 1—T N
SP -1 —T(R)
—
10'
4'
O
POLE
POLE O8
- /-
- /-
- /-
- /-
1/1
1 /1
1/1
1/1
TOTAL
1/1
2/2
3/3
4/4
1/1
2/2
3/3
4/4
4/4
4/4
4/4
10 ILUMINAIRE 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1- -
OPTICOM CABLE I - I - I - I - I - 1 1 1 1 1 2 1 2 1 2 1 -
CONDUIT SIZE
01 DETECTOR
-
-
-
-
-
-
-
-
-
-
-
(E)
02 DETECTOR
-
-
-
-
-
-
2
2
2
-
2
5
03 DETECTOR
-
-
-
-
-
-
-
-
-
2
-
J
04 DETECTOR
-
-
-
-
4
4
4
4
4
-
4
0
05 DETECTOR
-
-
-
-
-
-
-
-
-
-
-
1
06 DETECTOR
-
4
4
4
-
-
-
-
-
4
-
11
07 DETECTOR
-
-
-
-
2
2
2
2
2
2
2
2
08 DETECTOR
-
-
-
-
-
-
-
-
2
3
3
—
TOTAL
-
4
4
4
7
6
8
8
10
11
11
OPTICOM CABLE I - I - I - I - I - 1 1 1 1 1 2 1 2 1 2 1 -
CONDUIT SIZE
3"
3"
3"
4"
2"
3"
3"
3"
4"
4"
4"
(E) EXISTING
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
A - ALL CONDUCTORS AND DETECTOR LOOP CABLE ARE NEW.
GENERAL NOTES:
1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE
PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND
THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATE, JULY
1999) AND STANDARD PLANS (DATE, JULY 2002).
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS.
PHONE UNDERGROUND SERVICE ALERT AT (800) 227-26009 TWO (2) WORKING
DAYS BEFORE DIGGING.
3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS
OTHERWISE SHOWN.
4. DETECTOR LOOPS SHALL BE CENTERED IN TRAFFIC LANES UNLESS SHOWN
OTHERWISE.
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE ES -4C FOR POLE
LOCATION DETAIL.
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA *DEPARTMENT OF ENGINEERING PRIOR TO COMMENCEMENT OF WORK.
7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE
ENGINEER.
8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
MODIFY SPRINKERS SYSTEMS IF NECESSARY.
9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE.
HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE
MINIMUM RADIUS OF 10 FEET.
10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL
PEDESTRIAN HEADS SHALL HAVE L.E.D.- PEDESTRIAN MODULES EQUIPPED WITH
COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS).
11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL
REPLACED WITH NEW CONSTRUCTION.
12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT
AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL
PROVISIONS.
13. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A
CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS
FOR THIS PROJECT.
14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER SPECIAL PROVISIONS, SECTION E.
15. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE
LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON
ARE TO CONFORM TO CA M.U.T.C.D. CODES. TRAFFIC SIGN SIZE SHALL BE FOR
CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS.
BARRIER
PHASE
SENSOR
TABLE
I
r—
SENSOR
UNIT
CHANNEL OPERATION DETECTOR-
0
NO.
1
1
EXTENSION
1-E-8
1
2 NORMAL 2-E-8
2
2
1
NORMAL
3-E-8
3
2 NORMAL 4-E-8
4
3
1
EXTENSION
1-W-4
5
2 NORMAL 2-W-4
6
4
1
NORMAL
3-W-4
7
2 NORMAL 4-W-4
8
5
1
COUNT
1-E-3
9
2 NORMAL 2-E-3
10
6
1
COUNT
1-S-2
11
2 NORMAL 2-S-2
12'
7
1
NORMAL
3-S-2
13
2 SPARE
14
8
1
EXTENSION
1-N-6
15
2 COUNT 2-N-6
16
9
1
COUNT
1-W-7
17
2 NORMAL - -7
18
10
1
0
3-N-6
19
2 NORMAL 4=N=.6- -
-20
11
1
DELAY
5-N-6
21
2 INORMAL I 6-N-6 122j
5
BARRIER
PHASE
DIAGRAM
STANDARD
I
r—
ON
�- - --�
PHASE 1
PHASE 2
PHASE 3
PHASE 4
TYPE
I
SIG.
_ ..
LUM.
PHASE 5
PHASE 6
PHASE 7
PHASE 8
w MATCHLINE "A"
SEE SHEET 2
POLE SCHEDULE
LOC
STANDARD
ARMS
LUMINAIRE
PED PUSH BUTTON
SIGNAL MOUNTING
STREET NAME SIGN(D
PLACEMENT
EXISTING
FOOth 1 40 0
TYPE
H T
SIG.
_ ..
LUM.
HPSV
TYPE
PHASE
QUAD
VEHICLE
PED
BPB
QUAD
LEGEND **
A
B
1
29A -5-80(N) ♦
35'
55'(N)
15'(N)
250W (N)
B(R)
6
E
3—MAS (N), SV— 1 —TN
SP -1 —T(R)
APPROV �� � � DRAWING NO.:
DATE: 07
**SEE BELOW(R)
10'
4'
2
TYPE 1—A(N) ♦
10'
—
—
B(R)
8
S
TV-2—T(N)
SP-1—T(R)
06(E)
—
10'
4'
3
19A -4-80(N) `
35'
25'(N)*
15'(N)
250W (N)
B(N)
8
S
MAS (N),SV-1—T(N)
SP-1—T(R)
**SEE BELOW(R)
8'
4'
4
TYPE --22-(N) --♦-
-35'-
-- _ ___1_5'_(N)__'250W___
(N)
-B R
2
W -
--- - -- - -SV-1 _T N----- -
SP--1-T(R)
—
10,
4,
5
29A -5-80(N) •
35'
55'(N)
15'(N)
250W (N)
B(R)
2
W
3—MAS (N), , SV— 1—T(N)
SP-1—T(R)
**SEE BELOW(R)
10'
4'
6
TYPE 1—A(N) •
10'
—
—
B(R)
4
N
TV-2—T(N)
SP-1—T(R)
—
10'
4'
7
19A=4�80(N)- •
35'
20'(N)*
15'(N)
250W (N)
B(R)
4
N
MAS N SV— 1—T N "
SP-1—T(R)
**SEE BELOW (R)
13'
4'
8
TYPE 22(N) ♦
35'
—
15'(N)
250W (N)
I B(R)
6
E
SV_ 1—T N
SP -1 —T(R)
—
10'
4'
* SPECIAL LENGTH MASTARM
II g' I 46';, ( ; I USH BUTTONS SHALL BE NEW ALL- (N) POLES SHALL BE NEW DECORATIVE TO INCLUDE SIGNAL. MASTARMS, LUMINAIRE MASTARMS & LUMINAIRES.
BIKE P
W0 4
II I CITY TO FURNISH DECORATIVE POLES, ARMS & LUMINAIRES TO CONTRACTOR PER SPECIAL PROVISIONS.
III ' 1 32'
N / > pop 001
13 9 11 11 4 12 16 II X
III I 1 w
lw I w l l 1 2"C. EX. SERVICE CONDUCTORS
II ; 19; I II
II 1
* = USE EXISTING FOUNDATION.
• = FURNISH &INSTALL NEW FOUNDATION
(R) =RELOCATE (N)=NEW (E)=EXISTING TO REMAIN
= NON -ILLUMINATED STREET SIGN(SNS) MOUNTED ON CIN FURNISHED CANTILEVER MAST ARM PER CIN STANDARDS
w t I II i 4 NOTE: ALL SIGNAL POLES, MAST ARMS & LUMINAIRES WHICH ARE REMOVED, TO BECOME PROPERTY
a►
10 OF CONTRACTOR.
O ❑t_ -_O 6 , ❑- - ❑ 11
1 !' 221 1 201 1 8 I I -j - 10�'1419' �I. __
(3o S) s - - _ - - s - - s s
- - - -- _ - ----- -- _�----------- -- ----- -- ` 6 O
- 1 Ir ll r
- - - SID - SD -'�� /% / 21 �22�� 20 ��, yam: EX. SIC - - - SD
o2P �� ` 9 4 EX. 2"C INSTALL 4 NEW DLC
DOUBLE 8' x 10' 31411016P� EX. SIC 11 10 REMOVE EX. DLC
RCB STORM DRAIN �� EX. SIC
08 02 02 �2 \��08 -- 6E `---- --- --- -------- ------ _4
_ -EX. SIC------�"- v �--1 ---_-- _ ------ --------------- -------
N -------------------- - L_� _ - - --_
- SD 0 MULBERRY - SID - - - - -
— — — — —
� --- SD _- -- EX. CTG14,
•
-- ------ EX. C/G
I
Of ,
LLJ 7 (8"W) w w w (8"W) 1--IJ
W - I - 13
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CO i ' 3 � � ,-\1 N
L,J N N ����'�3 Ln W
11 08 I � W
it
I
AB TYP. 4`, i I , ; 41 N
LEFT TURN LOOPS
03 -Ir-
- 18 '18 'I 8 C/L
07
Lij
fTYP. -
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\ AB TYP. _ 8 I AB LEFT TURN LOOPS ` Z
C-4
6 6
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i— N N ,7 I I I 7 `" O
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CC I (3)
d- 8 8 7 I I I RC
Cl (3"G) — G — G — G c —
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------------
EX. C76 I 6 10 1 AB I i 6;
---------�— -- -- -- -- 6 - ---
'Z r__-__-__-__-__-__-__-__- _ ___ _ - - -_ -..._ - - --
- - - - - - - - - - - �6 '� 1. 06 �, 4P EX. R /W
EX. R/W I -- - 3
8 06P\ 8 � 02P ' 5
EX. 2"C O �\ O 10 80
INSTALL 3 NEW DLC �. / 13` / // �/' / ' 7
FOOTHILL 5 112 / BOULEVARD
REMOVE EX. DLC
10 6 - --=-- -- -- --, �t----- �! 16 ( , 9
0 \I 6 10
7 '1 I I O
12 II 13 XII 102 j
Iw w l I i U
22 22'
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t 1134 �_ 34 I I I, Z x
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X 11 12 III �'< W_j>
1 i-1 i '-'-' < O
M.0 r II III I t z
11 16' 1 16' I -
MAST -ARM `J AB
Z
a a II 1 II 1
m r II
1 II 11 A
II 1 TYP. II
MAST -ARM MOUNTING
CLAMP FOR OPTICAL DETECTOR Ll
II II ;
LEGEND:
- UNI -DIRECTIONAL, DUAL CHANNEL. OPTICAL DETECTOR. MATCHLINE "B" SEE SHEET 2
1' TRIANGLE
TYPE E LOOP DETECTOR
Q Q SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
DIAL TWO WORKING
AND CARRIED FORTH IN A DILIGENT MANNER, THE
-
BEFORE. DAYS BEFORE C-ITY ENGINEER MAY REQUIRE REVISIONS TO THE
YOU DIG YOU DIG
TOLL FREE -800-227-2600
REV. PLANS TO BRING THEM INTO CONFORMANCE WITH
1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
1'=20'
all
20
10
0
** STREET NAME SIGN LEGENDS TO BE
MODIFIED
BY CONTRACTOR, (R) SIGN
1 Banana Ave
8000
5
Banana Ave
1vd
30 FOOth I Blvd
4100
0
R0 S/ .
FOOth 1 40 0
CONSTRUCTION NOTES:
PROTECT EXISTING TYPE 90 CONTROLLER UNIT & ALL AUXILARY EQUIPMENT IN EXISTING
TYPE 332 CONTROLLER CABINET. FURNISH & INSTALL ADDITONAL DETECTOR SENSORS
TO ACCOMPLISH INTENDED PHASING.
[_2 PROTECT EXISTING TYPE III -CF SERVICE EQUIPMENT ENCLOSURE.
a RELOCATE SNS, OPTICOM (ON POLE 5 ONLY), SP -1-T & PPB TO NEW 55' SMA & POLE,
PER POLE SCHEDULE & AS SHOWN ON PLAN. REMOVE EX POLE & MASTARM.
El PROTECT EXISTING FOUNDATION IN PLACE.
lflRELOCATE SP -1-T, SNS, PPB TO NEW 25' SMA & POLE, PER POLE SCHEDULE
& AS SHOWN ON PLAN. REMOVE EX. POLE & MASTARM.
R NOT USED
lfl
REMOVE EXISTING POLE & MASTARM. REMOVE FOUNDATION COMPLETELY, BACKFILL TO
95% COMPACTION
FURNISH & INSTALL R3-4 SIGNS ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U".
❑9 RELOCATE EXISTING SP -1-T & PPB PER POLE SCHEDULE & AS SHOWN ON PLAN.
REMOVE EX. POLE AND/OR. MASTARM AS APPLICABLE.
10 FURNISH & INSTALL PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS.
HRELOCATE EXISTING SNS, SPIT, PPB TO NEW 25' MASTARM & POLE, PER POLE SCHEDULE
AND AS SHOWN ON PLAN. REMOVE EXISTING POLE & MASTARM.
R12 RELOCATE SNS, OPTICOM, SP -1-T & PPB TO NEW 20' SMA & POLE,
PER POLE SCHEDULE & AS SHOWN ON PLAN.
13 EXISTING 2"C, 4 #10 (LUMINAIRE)
F14] EXISTING 2"C, 2 #6 (SIGNAL SERVICE).
LOOP PLACEMENT & SAWCUT DETAIL
it
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AUTOCAD FILENAME:Banana.Signai.dwg
SERVICE
ADDRESS: 14112 FOOTHILL BLVD.
R0 S/ .
Prepared Under The Supervision Of
CITY OF FONTANA, CALIFORNIA
ERIe CHARLES
TRAFFIC SIGNAL MODIFICATION PLAN
LEWIS.
DRAWN B I
MP
FOOTHILL BOULEVARD it's ;, >
=20
No. 68819
�c EXP. 9-30-07
DESIGNED BY:
MP
DATE:.
BANAN EN U E 04/26/07
J, CIVIL
lqr�. ����
4F CAO
. ? /?S U
Date 1
CHECKED BY:
APPROV �� � � DRAWING NO.:
DATE: 07
ERIC. C. LEWIS R.C.E. 68819
EL
CITY ENGINEER R.C.E. 51152 4259 2