HomeMy WebLinkAbout4163-1- OARRIER
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GENERAL NOTESsm
PROPOSED PROPOSED
1. 2 2 2 9
TYP., 3 TOTAL. RAIL SIGNAL TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LI(AiTING SHALL CONFORM TO THESE
—CA �8 _LE 2 14, GATES HOUSE PLANS, THE SPECIAL PROVISIONS, THE CITY OF fONTANA STANDARD DETAILS, AND
-7 2 1 28' (BY (BY THE STATE OF CALIFORNIA STANDARD SPECIFICA FIONS SECTION 86 AND STANDARD
ED
9
ig:
ZL _]::=3 C/L RAIL
2 OTHERS) OTHERS) PLANS (DATE MAY 2006).
6T 5� C-)
tNL.L CONDUIT AND CONDUCTORS ARE NEW. T_
IM* 1 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
—PROPOSED CANTELEVIER
(BY OTHERS) SHALL POTHOLE TO DETERMINE THE EXACT L.00A flONS AND VERIFY ALL. CONDITIONS
PISJ C4)
04 ul
ON THE JOB SITE. HAND DIG FOUNDATIONS UN11L CLEAR OF ANY OBSTRUCTIONS.
0 —2600, TWO (2) WORKING
EX. R W 01 0, uj 8 EX. PHONE UNDERGROUND SERVICE ALERT AT (800) 227
4 4
DAYS BEFORE DIGGING.
rm flow line CL C> %
4 1 1
of shoulder 0', 5T
3. At L PULLBOXES SHALL BE No. 6 AND CONDUIT' SHALL BE 2"' RIGID METAL UNLESS
CL 0�
-- --------------
k�- "A" . OTHERWISE SHOWN,
02
X---- - ------
EX C/G 001-B CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AND SCI- EDULING
4
07
. ...... . ... 08 1 /
0 '24�k WITH SOUTHERN CALIFORNIA EDISON COMPANY 4 WEEKS IN ADVANCE OF NEED.
F
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12 Mimi
0
4 4 co 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT
P*A 0OL8 %_ N
--too_ s EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE r"DLE PLACEMENT DE
s TAIL
s
m —ARM o8 5 THIS SHEET.
W W —
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
G FONTANA ENGINEERING DEPARTMENT PRIOR TO COMMENCEMENT OF WORK.
G G . ...... G -------- G
R -CR —
'12-, ( `__ 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND
03 19
0OLA____ SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE
ENGINEER.
Z>,
MAST—ARM MOUNTING 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
CLAMP FOR OPTICAL DETECTOR MODIFY SPRINKERS SYSTEMS IF NECESSARY.
_Ij
cr 9 THE ALIGNMENT OF INT'ERCONNEC'F DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. 11q:
N q 5
------ W ------ W_ 'I,— HOWEVER, WHEN CHANCES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE
W
E.L. J___ Z:
LEGEND., T MINIMUM RADIUS OF 10 FEET.
04
T T T
IMAGE SENSOR UNIT. Lo 10. ALL VEHICLE INDICATIONS SHALL. BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL
T PROPOSED RAIL---' Q18 PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES EQUIPPED WITH
GATES (BY OTHERS) 17,
17 16 — -I-- — of 17 COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS).
UNI—DIRECTiONAL, SINGLE CHANNEL OPTICAL DETECTOR. 4 7 16 (j ,
------ ------ 400-1011W �.%� EX. C/G 11. ANY EXISTING TRAFFIC SIGNALS AND LIGH"I"ING SHALL REMAIN IN OPERATION UNTIL
04
REPLACED WITH NEW CONSTRUCTION.
03 r5fl 12
EX. R7W 06 4,
F_ 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO
P
p
04 04
13 EX. R/W AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT
6T 15 PROVISIONS.
SLOVER 3: "ENUE
NORMAL PHASE OPERA_n0N
RAILROAD PRE—EMPTION
0 WHEN PRE—EMP-nON STARTS, IF T14E SIGNAL IS SERVING
PHASE 2/6 THEN THE ACTIVE PHASE BECOMES YELLOW, FOLLOWED BY
RED FOR ALL PHASES.
WHEN PRE—EMP71ON STARTS, IF THE SIGNAL IS SERVING PHASE 3/7 OR PHASE 4/8 THEN
PHASE 4 & 7 CYCLES OUT WHILE PHASE 3 & 8 REMAINS GREEN.
TRACK CLEARANCE PHASE (PHASE 8 & 3 OLB GREEN) BEGINS, FOLLOWED BY YELLOW FOR
PHASE 8 & 3 01-B , WHILE ALL OTHER PHASES REMAIN SOLID RED.
40 LIMITED SERVICE BEGINS WITH PHASE 2, 6 AND CONTINUES AS LONG AS TRAIN 18
CROSSING.
AT END OF PRE—EMPTION, A SOLID RED INTERVAL. FOR ALL PHASES FOLLOWED BY
NORMAL. PHASE SEQUENCE BEGINNING WITH PHASE 4 AND 8.
POLE
SCHEDULE
L
L -1:7-S
STANDARD
D
MASTARMS
S T A _RM S
LUMINAIRE
PED PUSH BT.
SIGN AL-VOU
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S. N. S.
'PI-ACIMENT
R E �,,ItA, K S
0
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TYPE
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Lum.
H.P.S.V.
TYPE PHASE QOAD
VEHICLE
POLE
PEI).
MESSAGE
A
B
JfNGHT LUM'
OIRE M.A.
T
24,A-4-10
_35'
_35'
15
250 W
2 -MAS
Sv_1__T
SP
-1-T
Live Oak Ave
-5.5
5.5,
2
TYPE I --A
7
TP-
1 --- T
8
iff
24A-4-100
35'
30f
15f
250 W
B 8 S
MAS
SV -1-T
Slover Ave
11,
4'
4
27-4-100
17
40
--
B -
2 -MAS
SV -1-T
SP -1
-CS
12'
4'
5
TYPE I -A
.
.... .. . .. . .....
TV- I --
T
4
6
29A- 5-100
35
55'
15'
250 W
B 4 N
2 -MAS
SV- 1 -
T SP
-1-4
Live Oak Ave
15.5
4
F=20'
7
19A-4-100
35
30'
1,5,
250 W
B 4 N
MAS
SV- 1 -T
SP -1
-Cs
Slover Ave
10.5,
71
STRAIGHT LUMINAIRE M.A.
T I 1-A
Y�
10
B
W -2-T
-1-CS
1�.L
5
ALL EQUIPMENT
IS NEW.
POTHOLING IS REQUIRED
FOR
ALL POLES BEFORE
FINAL PLACEMENT
INSTALL 18" LOUVERS
FOR PHASE 3 &
8, GREEN
INDICATIONS ON POLE 1.
- - --------
GENERAL NOTESsm
PROPOSED PROPOSED
1. 2 2 2 9
TYP., 3 TOTAL. RAIL SIGNAL TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LI(AiTING SHALL CONFORM TO THESE
—CA �8 _LE 2 14, GATES HOUSE PLANS, THE SPECIAL PROVISIONS, THE CITY OF fONTANA STANDARD DETAILS, AND
-7 2 1 28' (BY (BY THE STATE OF CALIFORNIA STANDARD SPECIFICA FIONS SECTION 86 AND STANDARD
ED
9
ig:
ZL _]::=3 C/L RAIL
2 OTHERS) OTHERS) PLANS (DATE MAY 2006).
6T 5� C-)
tNL.L CONDUIT AND CONDUCTORS ARE NEW. T_
IM* 1 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
—PROPOSED CANTELEVIER
(BY OTHERS) SHALL POTHOLE TO DETERMINE THE EXACT L.00A flONS AND VERIFY ALL. CONDITIONS
PISJ C4)
04 ul
ON THE JOB SITE. HAND DIG FOUNDATIONS UN11L CLEAR OF ANY OBSTRUCTIONS.
0 —2600, TWO (2) WORKING
EX. R W 01 0, uj 8 EX. PHONE UNDERGROUND SERVICE ALERT AT (800) 227
4 4
DAYS BEFORE DIGGING.
rm flow line CL C> %
4 1 1
of shoulder 0', 5T
3. At L PULLBOXES SHALL BE No. 6 AND CONDUIT' SHALL BE 2"' RIGID METAL UNLESS
CL 0�
-- --------------
k�- "A" . OTHERWISE SHOWN,
02
X---- - ------
EX C/G 001-B CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AND SCI- EDULING
4
07
. ...... . ... 08 1 /
0 '24�k WITH SOUTHERN CALIFORNIA EDISON COMPANY 4 WEEKS IN ADVANCE OF NEED.
F
_F�
7///
12 Mimi
0
4 4 co 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT
P*A 0OL8 %_ N
--too_ s EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE r"DLE PLACEMENT DE
s TAIL
s
m —ARM o8 5 THIS SHEET.
W W —
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
G FONTANA ENGINEERING DEPARTMENT PRIOR TO COMMENCEMENT OF WORK.
G G . ...... G -------- G
R -CR —
'12-, ( `__ 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND
03 19
0OLA____ SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE
ENGINEER.
Z>,
MAST—ARM MOUNTING 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
CLAMP FOR OPTICAL DETECTOR MODIFY SPRINKERS SYSTEMS IF NECESSARY.
_Ij
cr 9 THE ALIGNMENT OF INT'ERCONNEC'F DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. 11q:
N q 5
------ W ------ W_ 'I,— HOWEVER, WHEN CHANCES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE
W
E.L. J___ Z:
LEGEND., T MINIMUM RADIUS OF 10 FEET.
04
T T T
IMAGE SENSOR UNIT. Lo 10. ALL VEHICLE INDICATIONS SHALL. BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL
T PROPOSED RAIL---' Q18 PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES EQUIPPED WITH
GATES (BY OTHERS) 17,
17 16 — -I-- — of 17 COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS).
UNI—DIRECTiONAL, SINGLE CHANNEL OPTICAL DETECTOR. 4 7 16 (j ,
------ ------ 400-1011W �.%� EX. C/G 11. ANY EXISTING TRAFFIC SIGNALS AND LIGH"I"ING SHALL REMAIN IN OPERATION UNTIL
04
REPLACED WITH NEW CONSTRUCTION.
03 r5fl 12
EX. R7W 06 4,
F_ 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO
P
p
04 04
13 EX. R/W AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT
6T 15 PROVISIONS.
SLOVER 3: "ENUE
NORMAL PHASE OPERA_n0N
RAILROAD PRE—EMPTION
0 WHEN PRE—EMP-nON STARTS, IF T14E SIGNAL IS SERVING
PHASE 2/6 THEN THE ACTIVE PHASE BECOMES YELLOW, FOLLOWED BY
RED FOR ALL PHASES.
WHEN PRE—EMP71ON STARTS, IF THE SIGNAL IS SERVING PHASE 3/7 OR PHASE 4/8 THEN
PHASE 4 & 7 CYCLES OUT WHILE PHASE 3 & 8 REMAINS GREEN.
TRACK CLEARANCE PHASE (PHASE 8 & 3 OLB GREEN) BEGINS, FOLLOWED BY YELLOW FOR
PHASE 8 & 3 01-B , WHILE ALL OTHER PHASES REMAIN SOLID RED.
40 LIMITED SERVICE BEGINS WITH PHASE 2, 6 AND CONTINUES AS LONG AS TRAIN 18
CROSSING.
AT END OF PRE—EMPTION, A SOLID RED INTERVAL. FOR ALL PHASES FOLLOWED BY
NORMAL. PHASE SEQUENCE BEGINNING WITH PHASE 4 AND 8.