HomeMy WebLinkAbout5030-1POLE AND EQUIPMENT SCHEDULE
L
STANDARD -
MASTARMS
LUMINAIRE
PPB
VEH SIGNAL MOUNTING
R.S.N.S.
PLACEMENT
�
TYPE
HT.
SMA
LMA
H.P.S.V.
TYFE
PHASE
QUAD
MAST ARM
POLE
PED.
–
A
B
REMARKS
A
8
27-3-1 0
Type 15
17
30'
–
` –
15'**
–
250 W
–
–
4
E
2–MAS (RL)
SV -1–T RLSP-1–T
(R)
Mango Ave 8000 (N)
3` j#`f
11'f
�7 F=17'
6
S
–
SV -2–T (N)14S
–1–T (R)
–
p'– t
4't
Q7
OTHERWISE SHOWN.
Oc
16-2-80
17'
20
–
–
–
–
S
MAS -413
SV -1 –T
SP -1–T (R)
Foothill Blvd 171Q0 (N)
–
2'
7
Q'
1–A
10'
–
–
–
B
–
W
–
TV -2–T
SP -1–T (R)
–
–
3'
- –
HE)
�7
OE
29-5-80
30'
45'
12'
200 W
B
–
W
2–MAS
SV -1 –T
SP -1–T (R)
Mango Ave 8100 (N)
–
3'
�7
O
-1–A
10'
–
–
–
B
–
N
–
TV -2–T
SP -1–T (R)
–
–
2.5'
THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE.
Q7
O
19-2-80
30'
25'
12'
200 W
B
–
N
MAS -4B
SV -1–T
SP -1–T (R)
Foothill Blvd 17000 (N)
–
2'
UZI
HType
15 TS
30'
–
15'
250 W
B
4
E
–
SV -2–T (N)
SP -1–T (R)
–
q��f±
5'
Q
REPLACED WITH NEW CONSTRUCTION.
[3 —ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED.
STRAIGHT ARM REMOVE AND SALVAGE: (RL)—RELOCATE O
SPECIAL ORDER LUMINAIRE,ARM
L
BE REMOVED IN ITS LN IIKL I T. RESULTING EXCAVATION TO BE SALPAr 111 Fn AND
COMPACTED PER SPECIFICATIONS. RELOCATE EXISTING SIGNAL iEADS, PPB. EVP
DETECTOR FROM OLD POLE TO NEW POLE AND AS DIRECTED B) THE ENGINEER.
❑7 REMOVE AND SALVAGE ALL EXISTING PEDESTRIAN MODULES AN[ RETURN TO CITY.
INSTALL NEW PEDESTRIAN MODULES EQUIPPED WITH COUNTDOWr TIMER PER
SPECIFICATIONS.
8 EXISTING TYPE 111—CF SERVICE EQUIPMENT ENCLOSURE.RECORD DRAWING
L
r ;
Underground Service Alert REV. REHSSON oESCM n0N
SECTION 4216/4217 OF THE GOVERNMENT Co(�T�o'L'I'q� AS' �VU.•t
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600,
TWO WORKING DAYS BEFORE YOU DIG
LNt: U1Y OF FONTANA
TKE JOB A 101-55 _
ango
8100
FOOTHILL
Nu" %&W t� Q
090 POCT .-A
-�---.
4� tti.S'
EX. 1 1 /2"C, 1 DLC m
STOP BAR OR LEADING J l u
EDGE OF CROSSWALK
)0P PLACEMENT AND SAWCUT DETAIL
NOT TO SCALE DETAIL'A'
NOT TO SCALE
DATE ENM CITY DATE
?OVL�__ -_ TKE ENGINEERING, INC.
�t� �� _ 2305 CHICAGO AVENUE
µ• R
ti { RIVERSIDE, CA 92507
c� (951) 680-0440
iE No.GMW
Exp.9-30-14 _ ERING FAX (951) 68 -0490
CIVIV 'OL
°It -c TERRY M. RENNER R.C.E. No. 69084
EXPIRES: 9-30-14
O
MANGO ffiENUE
r.:1l lw it T -T 1Z ..j
BRACKET
SIGN
i
SAFETY CABLE DETAIL 1=J
NOT TO SCALE �
NOTES:
O1/08 -INCH CRIMP FITTING. KEEP FITTING AS CLOSE
MAST ARM / BRACKET AS POSSIBLE. PROVIDE
2—INCH OF SLACK BETWEEN CRIMP FITTINGS.
02 1/8—INCH GALVANIZED STEEL CABLE.
q
PR. 1 1/2"C. 1 IC
7,/ i'1 ry -o .4 /n»n A ni
V/
r\v/ V-1
MANGO A/ENUE
3TREEfIMPFDVEMINf3
FOOTHILL BOULEVARD
SIERRA A%=6.NUE TO
MANGOAVENUE
. R/W –
BUS STOP
� BOULEVARD
CURB/BERM FLOW UNE -
OR EDGE OF SHOULDER
L
j� rAr
1
BCR
E: (CONDUCTOR TABLE
AWG.
IRAFIFIC SIGNAL
G84fftAL
N0TES: (FONTANA)
4
�q,p� l
j�
1.
TRAFFIC SIGNAL, SIGNING AND STRIPING. AND UGHTING SHALL COIFORM TO THESE PLANS,
01
02
THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETALS, AND THE STATE OF
QJ 4
POLE
1
CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED 2010 AND STANDARD PLANS
3
4
5
TA 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC C ITROL DEVICES FOR
4
`� 08p
8
9
REETS AN HIGHWAYS, 2012 EDITION.
POLE
lTlS
2.
LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. 1 -IE CONTRACTOR SHALL
08
POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL (ONDITIONS ON THE JOB
SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIOIS. PHONE UNDER—
GROUND SERVICE, ALERT AT (800) 227-26009 TWO (2) WORKING DAYS BEFORE DIGGING.
3.
ALL PULLBOXES SHALL BE NO. 6 AND CONDUIT SHALL BE 2" RIGI) METAL UNLESS
OTHERWISE SHOWN.
4.
CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AID SCHEDULING WITH
SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANC: , OF NEED.
5.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT
MB
LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL- THIS SHEET
- –
HE)
6.
ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ZPOLE—/—
ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
7.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, !PRINKLERS, AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
8.
CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY
SPRINKLERS SYSTEMS IF - NECESSARY.
POSE
9.
THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE.
HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, WEEPS SHALL HAVE MINIMUM
RADIUS OF 10 FEET.
10.
ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL
POLE—/—
PEDESTRIAN HEADS SHALL HAVE LE.D. PEDESTRIAN MODULES AN[ UTILIZE PEDESTRIAN
r
COUNTDOWN TIMERS PER SPECIAL PROVISIONS.
11.
ANY EXISTING TRAFFIC SIGNALS AND UCHTING SHALL REMAIN IN OPERATION UNTIL
REPLACED WITH NEW CONSTRUCTION.
12.
CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDNARE 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 PROVISDNS.
-
V2
13.
CONTRACTOR SHALL REFER TO THE CITY 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
–
MTOTAL
1/1
BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL
3/3
4/4
5/5.5/5..8/8
PROVISIONS, SECTIONS E.
Ta
–
15.
TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLISS OTHERWISE SHOWN
ON THE PLANS. ,
j
#101
LUMINAIRE
1 2
TFIAJ19C SIGNAL CONffrFWTION NOTES
I
1 2
1 2
1 2
7
1 –
–
I
C
–
Ell
EXISTING ASC/2 CONTROLLER, TYPE *00 CABINET, AND BBS TO BE PROTECTED
–
2
2
2
IN PLACE. ,
–
02 DETECTOR
❑2 FURNISH AND INSTALL DOUBLE SIDED REFLECTIVE STREET NAME SIGN PER
-k
4 -
4
4
4
CITY OF FONTANA STD. PLAN NO. 4005 UNLESS OTHERWISE SP[CIFIED IN
4
–
THE PROJECT SPECIAL PROVISIONS. THE SIGN PANEL SHALL BI ALUMINUM BASE
03 DETECTOR DETECTOR
–
–
METAL SURFACED WITH REFLECTIVE DIAMOND GRADE SHEETING. THE STREET
–
–
–
NAME SIGN SHALL BE INSTALLED PER CALTRANS STANDARD PUN ES -70, AND
–
–
WITH A SAFETY CABLE PER SAFETY CABLE DETAIL AS SHOWN (N PLAN.
–
–
F 3
RELOCATE EXISTING EMERGENCY VEHICLE DETECTOR (EVD) SYST74 ON NEW POLE,
–
–
–
THE SYSTEM SHALL BE INSTALLED PER THE MANUFACTURERS FECIFICATIONS
AND CALTRANS STANDARD PLAN ES -4E.
r4lFURNISH
AND INSTALL R73-3(CA) (360X36") SIGN ON SIGNAL MAST ARM PER
CALTRANS STANDARD .PLAN ES -7N. DETAIL U. I
TYPE E
2
�5
_
FURNISH AND INSTALL R3-4(CA) (36"X36") SIGN ON SIGNAL MIST ARM PER
2
2
2
CALTRANS STANDARD PLAN ES -7N DETAIL U.
–
–
0
❑6
REMOVE SIGNAL STANDARD ASTARM COMPLETE. EXISTING FOtNDATION SHALL
TRAFFIC —�
BE REMOVED IN ITS LN IIKL I T. RESULTING EXCAVATION TO BE SALPAr 111 Fn AND
COMPACTED PER SPECIFICATIONS. RELOCATE EXISTING SIGNAL iEADS, PPB. EVP
DETECTOR FROM OLD POLE TO NEW POLE AND AS DIRECTED B) THE ENGINEER.
❑7 REMOVE AND SALVAGE ALL EXISTING PEDESTRIAN MODULES AN[ RETURN TO CITY.
INSTALL NEW PEDESTRIAN MODULES EQUIPPED WITH COUNTDOWr TIMER PER
SPECIFICATIONS.
8 EXISTING TYPE 111—CF SERVICE EQUIPMENT ENCLOSURE.RECORD DRAWING
L
r ;
Underground Service Alert REV. REHSSON oESCM n0N
SECTION 4216/4217 OF THE GOVERNMENT Co(�T�o'L'I'q� AS' �VU.•t
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VAUD
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600,
TWO WORKING DAYS BEFORE YOU DIG
LNt: U1Y OF FONTANA
TKE JOB A 101-55 _
ango
8100
FOOTHILL
Nu" %&W t� Q
090 POCT .-A
-�---.
4� tti.S'
EX. 1 1 /2"C, 1 DLC m
STOP BAR OR LEADING J l u
EDGE OF CROSSWALK
)0P PLACEMENT AND SAWCUT DETAIL
NOT TO SCALE DETAIL'A'
NOT TO SCALE
DATE ENM CITY DATE
?OVL�__ -_ TKE ENGINEERING, INC.
�t� �� _ 2305 CHICAGO AVENUE
µ• R
ti { RIVERSIDE, CA 92507
c� (951) 680-0440
iE No.GMW
Exp.9-30-14 _ ERING FAX (951) 68 -0490
CIVIV 'OL
°It -c TERRY M. RENNER R.C.E. No. 69084
EXPIRES: 9-30-14
O
MANGO ffiENUE
r.:1l lw it T -T 1Z ..j
BRACKET
SIGN
i
SAFETY CABLE DETAIL 1=J
NOT TO SCALE �
NOTES:
O1/08 -INCH CRIMP FITTING. KEEP FITTING AS CLOSE
MAST ARM / BRACKET AS POSSIBLE. PROVIDE
2—INCH OF SLACK BETWEEN CRIMP FITTINGS.
02 1/8—INCH GALVANIZED STEEL CABLE.
q
PR. 1 1/2"C. 1 IC
7,/ i'1 ry -o .4 /n»n A ni
V/
r\v/ V-1
MANGO A/ENUE
3TREEfIMPFDVEMINf3
FOOTHILL BOULEVARD
SIERRA A%=6.NUE TO
MANGOAVENUE
. R/W –
BUS STOP
� BOULEVARD
CURB/BERM FLOW UNE -
OR EDGE OF SHOULDER
L
j� rAr
1
BCR
E: (CONDUCTOR TABLE
AWG.
CIRCUIT OR
RUNS
3
USED
4
�q,p� l
j�
Id2P
01
02
1
QJ 4
POLE
1
2
3
4
5
6
4
`� 08p
8
9
m
POLE
lTlS
06
07
08
v
POLE
cf-
POLE
ZPOLE—/—
�
POSE
POLE—/—
v
POLE
O
POLE
MTOTAL
1/1
2/2
3/3
4/4
5/5.5/5..8/8
2/2
1/1
#101
LUMINAIRE
1 2
1 2
1 2
1 2
1 2
1 2
7
1 –
–
I
01 DETECTOR
–
–
–
–
2
2
2
–
–
02 DETECTOR
4
4
4
4
4
4
4
–
03 DETECTOR DETECTOR
–
–
–
–
–
–
–
–
–
Q14 DETECTOR
–
–
–
–
–
–
–
4
J
05 DETECTOR DETECTOR
2
2
2
2
2
2
2
–
–
0
06 DETECTOR
–
–
–
–
–
3
3
–
–
Q17 DETECTOR
–
–
–
–
–
–
–
–
08 DETECTOR DETECTOR
–
–
5
5
5
5
5
–
–
TOTAL
1 6
1 6
11
11
13
16
16
4
–
OP'TICOM CABLE
–
1
1
2
2
2
4
1
1
* (CONDUIT SIZE
3"
3"
3"
3"
3"
3"
4"
3"
3"
A ALL CONDUCTORS ARE 1OP1I OM AND LUMINAR S)NEW AND SHALL BE REPULLED (DLC.
PHASENOT
DIAGRAM1
01
2
—�
o--�
3
USED
4
�q,p� l
j�
Id2P
01
02
03
QJ 4
5
s
7
8
�
06P
o --a
NOT
4
`� 08p
USED
USED
�
lTlS
06
07
08
20
i ® MAST—ARM MOUNTING
CLAMP FOR MODEL
711 OPTICAL DETECTOR
GRAPHIC SCALE
0 10 20 40 80
SIGNAL STANDARD PLACEMENT D11MENSIONS , ,N� a 20 FEET
NOT TO SCALE
SERWICE ADDRESS: 17101 FOOTHILL ���
SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA-
REQUIRED
IMPROVEMENTS NOT COMMENCE TRAFFIC SIGNAL MODIFICATION PLAN
WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON- AND CARRIED WATM Em -FOOTHILL BOULEVARD � SHOWN
IN A DILIGENT MANNER. THE CITYCAB
MANGO AVENUE DAM
MAY REQUIRE REVISIONS TO oEs�n err.
THE PLANS TO BRING THEM INTO T1R OCT 2019
CONFORMANCE WITH CONDITIONS AND qHma ety: Appron ey: UM owu1M Na: 1
STANDARDS IN EFFECT. TMR r%jf4ucc1n �� �- p ^ r W r,!Mtn � �`� 5030 1