HomeMy WebLinkAbout4260-1♦ CONDUCTOR TABLE
AWG.
CIRCUIT OR
RUNS
4
2
3
3
3
4
4"
4
(E) EXISTING
(E)
(E)
1 (E)
(E)
POLE
1
2
3
4
5
6
7
8
9
10
1
4
POLE D
NORMAL
3-W-4
7
2 NORMAL 4-W-4
8
5
1
COUNT
1-E-3
9
oo
POLE
1
COUNT
1-S-5
11
2 NORMAL 2-S-5
12
7
1
NORMAL
moi■
13
2 NORMA
14
�E.o�
1
NORMAL
2-S-2
15
2 EXTENSION 1-S-2
16
9
1
COUNT
1-W-7
o
POLE
18
10
1NORMAL1-N-6
-
15'
19
2 NORMA
�
11
1NORMAL
SP-1-T(R)
3-N-6
21
2 NORMAL
22
12
1
COUNT
1-N-1
23
2 NORMAL
24
13
1
0
POLE
25
2 IDELAY 5-N-6
26
4'
6
TYPE 1-A ♦
10'
-
-
-
B(R)
U
N
TV -2-T N
SP-1-T(R)
02(W)
-
11'
4'
7
24A-5-80 ♦
35'
35'(N)
15'
0 C14
POLE
4
N
MAS R ,MAS N ,SV -1-T N
SP-1-T(R)
**SEE BELOW (R)
10'
4'
8
TYPE 22 ♦
35'
-
15'
250W (N)
B(R)
6
E
SV-2-T(N)
SP-1-T(R)
NGV3_1."i�
-
10'
4'
' t5' t0'
TYP.
POLE/
TYP. TYP. TYP.
�I
-
Z
0
I
POLE/-
POLE/
-
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 2 1 2
OPTICOM CABLE 1 1 1 1 1 2 1 2. - 1 1 1 1 1 2 1 2 1 2 1 2
CONDUIT SIZE
3
3"
3
4
2
3
3
3
4
4"
4
(E) EXISTING
(E)
(E)
1 (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
EXTENSION
1-W-4
29A-5-80 ♦
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-5
11
2 NORMAL 2-S-5
12
7
1
NORMAL
moi■
13
2 NORMA
14
�E.o�
1
NORMAL
2-S-2
15
2 EXTENSION 1-S-2
16
9
1
COUNT
1-W-7
17
2 NORMAL 2-W-7
18
10
1NORMAL1-N-6
-
15'
19
2 NORMA
�
11
1NORMAL
SP-1-T(R)
3-N-6
21
2 NORMAL
22
12
1
COUNT
1-N-1
23
2 NORMAL
24
13
1
NORMAL
3-N-1
25
2 IDELAY 5-N-6
26
4'
6
TYPE 1-A ♦
10'
-
-
-
B(R)
4
N
TV -2-T N
SP-1-T(R)
02(W)
-
11'
4'
7
24A-5-80 ♦
OPTICOM CABLE 1 1 1 1 1 2 1 2. - 1 1 1 1 1 2 1 2 1 2 1 2
CONDUIT SIZE
3
3"
3
4
2
3
3
3
4
4"
4
(E) EXISTING
(E)
(E)
1 (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(DATED JULY 1999) SECTION
86 AND STANDARD PLANS (DATED JULY 2892 . 19 9 9
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) 227-2600, 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 THE 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, LIR 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 --DIAGRAM
SENSOR
TABLE
4
LUMINAIRE
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 SPARE
4
3
1
EXTENSION
1-W-4
29A-5-80 ♦
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-5
11
2 NORMAL 2-S-5
12
7
1
NORMAL
3-S-2
13
2 NORMA
14
8
1
NORMAL
2-S-2
15
2 EXTENSION 1-S-2
16
9
1
COUNT
1-W-7
17
2 NORMAL 2-W-7
18
10
1NORMAL1-N-6
-
15'
19
2 NORMA
20
11
1NORMAL
SP-1-T(R)
3-N-6
21
2 NORMAL
22
12
1
COUNT
1-N-1
23
2 NORMAL
24
13
1
NORMAL
3-N-1
25
2 IDELAY 5-N-6
26
BARRIER
PHASE --DIAGRAM
STANDARD
4
LUMINAIRE
PED PUSH BUTTON
PHASE 1
PHASE 2
PHASE 3
PHASE 4
-0"-)
f
j
"0- - _.-
PHASE 5
PHASE 6
PHASE
PHASE 8
W
z
W
MATCHLINE "A" SEE SHEET 2
a
POLE SCHEDULE
STANDARD
ARMS
LUMINAIRE
PED PUSH BUTTON
SIGNAL MOUNTING
BPB/
QUAD
STREET NAME SIGN ®
PLACEMENT
EXISTING
LOC
TYPE
HT.
SIG.
LUM.
HPSV
TYPE
PHASE
QUAD
,
VEHICLE
PED
`
LEGEND **
A
B
1
29A-5-80 ♦
35'
55'(N)
15'
250W (N)
B(R)
6
E
3 -MAS (N), SV- 1-T N
SP- 1-T R
R4
**SEE BELOW R
10
6'
2
TYPE 1-A ♦
10'
-
-
-
B(R)
8
S
TV-2-T(N)
SR-1-T(R)
06(E)
-
11'
4'
3
24A-4-80 ♦
35'
35'(N)
15'
250W (N)
B(R)
8
S
MAS R ,MAS N ,SV -1-T N
SP-1-T(R)
**SEE BELOW R
9'
4'
4
TYPE 22 ♦
35'
-
15'
250W (N)
B(R)
2
W
SV-2-T(N)
SP-1-T(R)
-
10'
4'
5
61A-5-80 ♦
35'
55'(N)*
15'
250W (N}
B(R)
2
W
2 -MAS R ,MAS N ,SV -1-T N
SP--�1-�T(R)
FURNISH AND INSTALL SIX (6) 1-1 /2" HIGH DENSITY POLYETHELENE (HDPE) CONDUITS BY
**SEE BELOW R
13'
4'
6
TYPE 1-A ♦
10'
-
-
-
B(R)
4
N
TV -2-T N
SP-1-T(R)
02(W)
-
11'
4'
7
24A-5-80 ♦
35'
35'(N)
15'
250W (N)
B(R)
4
N
MAS R ,MAS N ,SV -1-T N
SP-1-T(R)
**SEE BELOW (R)
10'
4'
8
TYPE 22 ♦
35'
-
15'
250W (N)
B(R)
6
E
SV-2-T(N)
SP-1-T(R)
NGV3_1."i�
-
10'
4'
* SPECIAL ORDER MASTARM
13' 11' 11 11' I I 12' 1
CD I II
II' �J II II
XI j �_ 12� II I 4 5
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3
1SD 5 16 17 1 4 10 �,=Y ��6P 22 �22P
12 I
14 DOUBLt 12 X 9 $ --
A - -
I
EXIST. 2"C, SERVICE CONDUCTORS
15 16 17 n
RCB STOR.1 DRAIN i \ 05 02 02-
05
08 -
--- --- SD --- SD ---) SD-
SD- —
_ I $ 07-- i� s I�
13 14
N W W i I I l I W( 2
08 - I
L /__ -ml -
DOUBLE 8' X 10'
RCB STORM DRAIN
--- SD
L�EX 3"C, 3 DLC
EX 1 1/2-C, 1 SIC
ALL POLES SHALL BE NEW DECORATIVE TO INCLUDE SIGNAL MASTARMS, LUMINAIRE MASTARMS & LUMINAIRES.
CITY TO FURNISH DECORATIVE POLES, ARMS & LUMINAIRES TO CONTRACTOR PER SPECIAL PROVISIONS.
♦ = USE EXISTING FOUNDATION.
(R) = RELOCATE (N)=NEW
® = NON -ILLUMINATED STREET SIGN(SNS) MOUNTED ON CITY FURNISHED CANTILEVER MAST ARM PER CITY STANDARDS
NOTE: ALL SIGNAL POLES, MASTARMS, LUMINAIRES & VEHICLE. HEADS TO BE REMOVED AND BECOME PROPERTY
OF CONTRACTOR.
** STREET NAME SIGN PANEL LEGENDS TO BE MODIFIED BY CONTRACTOR , (R) SIGN
IQMulberry All Q5 Mulberry All
O3 v Foothill B7�11 �7 IQ Foothill B`3.
N
W i31�% �/ 3� �I N � W
W N I t' W
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LLQ AB TYP.
W
__ ____ __ _ __ W
-- ---- -- --- - - 03 ( - I �� 10 7w- 10 _ _ - 9 - i�
* - C/L j --- ---- - - --
- -z
17 i8 _1 8 18 07 �1--------- --
U -� AB TYP. I AB TYP 0
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r' 6 6 I 1 �-
04 W
W II N
L z
z 7 7 c=} 0 -
W w W —
U 8"
I— RC
Q
EX. R/W - - - - - -- 6,
ABANDON EX 2"C, DLC CBIN
INSTALL 2"C, 3 DLC
4 A5
11
FOOTHILL
e
J
MAST—ARM MOUNTING
CLAMP FOR OPTICAL DETECTOR
LEGEND:
—W —W _I
c� I
1 04 ' 3 4 10 I U
AB TYP. � �
8 Q
03`04 ------------------ -----
06 06 011 01'r - -
19
W
m
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fG] - UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR.
fl D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600'
A PUBLIC SERVICE BY MDERUMM SERVICE ALERT REVISIOhF DEscanpTroN
EX. R/W
6P� / I I ' I I/ 02P 'i Q
3 0144 1
BOULEVARD
a ��-I 4 9
0 131 14 C 6 10
6 0 12
02' 80
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w
X II
W_j 112 I� i 60
W CV
11 14' 12' 1 1 14' I I! w
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II II!
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II II I
I
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IIQ��
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I I 0 1 I L115 � 5\ I i
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MATCHLINE "B" SEE SH EET 2
Gti7
RECORD DRAW1
1
� Illlli ,
illy
IIIII
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
DATE ENM. aW DATE STANDARDS IN EFFECT_
1' TRIANGLE
TYPE E LOOP DETECTOR
�o oR f ESSlON��
ERIC CHARLES �yC
LEWIS
W �+
No. 68819
* plp.9-30-07
CIVIL
fl�j£ Of CAL\F�'�\�
Q
Q,
. AUTOCAD nLENAME:MulberrySignal.dwg
SERVICE ADDRESS: 8099 MULBERRY AVENUE
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
TRAFFIC SIGNAL MODIFICATION PLAN
DRAWN MP FOOTHILL BOULEVARD �
1 "=20'
DESIGNED BY: & DATE -
MP MULBIE Y'007 AVENUE 04/26/07
�a,4AIeLDate : }� CHECKED BY: App DRAWING NO.:
DATE• • D�l
1
ERIC. C. LEWIS R.C.E. 68819 EL cfTY R.C. 511 4260 2
O
CONSTRUCTION NOTES:
Q
EXISTING TYPE 90 CONTROLLER UNIT & ALL AUXILARY EQUIPMENT TO NEW TYPE "0"
DRELOCATE
1
CITY FURNISHED CONTROLLER CABINET. INSTALL CONTROLLER ON EXISTING FOUNDATION.
FURNISH & INSTALL ADDITIONAL DETECTOR SENSORS TO ACCOMPLISH INTENDED PHASING.
`
�2
PROTECT EXISTING TYPE III -CF SERVICE EQUIPMENT ENCLOSURE.
Q
O
aREMOVE
EXISTING 60' SMA & VEHICLE HEADS. RELOCATE SNS, OPTICOM, SP -1-T & PPB TO
NEW 55' SMA & -POLE. INSTALL NEW VEHICLE HEADS PER POLE SCHEDULE & AS SHOWN ON PLAN.
R4
PROTECT EXISTING FOUNDATION IN PLACE.
�)
Q
REMOVE EXISTING 25' SMA & VEHICLE HEADS. RELOCATE SNS, SP -1-T TO
NEW 35' SMA. INSTALL NEW VEHICLE HEADS PER POLE SCHEDULE & AS SHOWN ON PLAN.
r�
RELOCATE EXISTING VEHICLE HEADS, PED. HEADS, OPTICOM PER POLE SCHEDULE
`
AND AS SHOWN ON PLAN.
(J�
❑7
NOT USED
a8
FURNISH & INSTALL R3-4 SIGNS ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U".
I�
F9
INSTALL NEW VEHICLE HEADS, RELOCATE EXISTING PEDESTRIAN HEAD & PPB PER POLE SCHEDULE
& AS SHOWN ON PLAN. INSTALL ARROW INDICATIONS FOR INTENDED PHASING.
Q
10
FURNISH & INSTALL PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS.
Ps
11
REMOVE EXISTING VEHICLE HEADS. RELOCATE EXISTING PEDESTRIAN HEADS & PPB & INSTALL NEW
\
VEHICLE HEADS PER POLE SCHEDULE & AS SHOWN ON PLAN.
12
REMOVE EXISTING 55' SMA & VEHICLE HEADS. RELOCATE SNS, PEDHEAD & PPB TO NEW
55' SMA AND POLE. INSTALL NEW VEHICLE HEADS PER POLE SCHEDULE & AS SHOWN
ON PLAN.
f
13
EXISTING 2"C, 4 #10 (LUMINAIRE)
14
EXISTING 2"C, 2 #6 (SIGNAL SERVICE).
Q
15
FURNISH AND INSTALL SIX (6) 1-1 /2" HIGH DENSITY POLYETHELENE (HDPE) CONDUITS BY
DIRECTIONAL DRILL UNDER PAVEMENT OR SIDEWALK, OR BY TRENCH IN SOIL. CONDUITS SHALL BE
COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL ONE PULL
ROPE IN ALL CONDUITS (EXCEPT ORANGE) FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE
INSTALLED WITH A MINIMUM OF 10 -FOOT RADIUS.
16
FURNISH & INSTALL 6 PAIR, #19 SIC IN ORANGE CONDUIT TO NEW TRAFFIC SIGNAL CONTROLLER
J
APPROXIMATELY 1500'. (SAME INSTALLATION ALSO SHOWN ON COTTONWOOD SIGNAL PLAN.).
17
FURNISH & INSTALL P48 PULLBOX ON NORTH SIDE OF FOOTHIIL BLVD. EVERY 600' (4 TOTAL)
WEST TO COTTONWOOD AVE. (ONE P48 TO BE INSTALLED NEXT TO COTTONWOOD AVE.
CONTROLLER ON SOUTH SIDE OF FOOTHILL BLVD., SHOWN ON COTTONWOOD TS PLAN)
18
REMOVE EXISTING 25' SMA & VEHICLE HEADS. RELOCATE SNS, SP -1-T, OPTICOM
TO NEW 35' SMA. INSTALL NEW VEHICLE HEADS PER POLE SCHEDULE & AS SHOWN ON PLAN.
Q
J
LOOP PLACEMENT & SAWCUT DETAIL
m
NGV3_1."i�
' t5' t0'
TYP.
J
TYP. TYP. TYP.
�I
. AUTOCAD nLENAME:MulberrySignal.dwg
SERVICE ADDRESS: 8099 MULBERRY AVENUE
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
TRAFFIC SIGNAL MODIFICATION PLAN
DRAWN MP FOOTHILL BOULEVARD �
1 "=20'
DESIGNED BY: & DATE -
MP MULBIE Y'007 AVENUE 04/26/07
�a,4AIeLDate : }� CHECKED BY: App DRAWING NO.:
DATE• • D�l
1
ERIC. C. LEWIS R.C.E. 68819 EL cfTY R.C. 511 4260 2