HomeMy WebLinkAbout2108A-16(N)—NEW (E)—EXISTING *SNS = NON ILLUMINATED STREET NAME SIGN PER CITY STANARDS
(DIST) = PLACEMENT DISTANCE TO EXISTING FOUNDATION OR POLE
AT PROPOSED LOCATION.
C
O N D U C
T O R
POLE
H
SCHEDULE
AWG
CIRCUIT0
0
L
STANDARD
ARMS
LUMINAIRE
PED
PUSH BT.
SIGNAL MOUNTING
PED.
PHASE
S.N.S.
MESSAGE
PLACEMENT
A B
C TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED.
E
E 29-5-80
30'
E E
E
E
E E
E MAS, E MAS, E
2
E
E E
---*.
E )9-2-80
30'
25' 15'
20OW
B
2 N
MAS, SV -1- T SP -14
4
Foothill Blvd
13' 3'
H
N 1-A
10
3
3
B
4 E
TV -2-T SP- 1-T
2
I
13' 3'
3
3
7-19-94
08
� st2f
�sP ��
t
o---
3
3
#14
02P
2
2
1 2
2 1
2
2
2
(N)—NEW (E)—EXISTING *SNS = NON ILLUMINATED STREET NAME SIGN PER CITY STANARDS
(DIST) = PLACEMENT DISTANCE TO EXISTING FOUNDATION OR POLE
AT PROPOSED LOCATION.
C
O N D U C
T O R
S C
H
E D U L E
AWG
CIRCUIT0
0
0
RUN NO.
® A
01
3
3
3
3 I
3
6
6
02
3
3
3
3
3
3
3
04
4
3
3
3
3
3
3
05
REGISTERED CIVIL ENGINEER
3
3
3
3
t
06
II
I
3
3
7-19-94
08
� st2f
�sP ��
t
o---
3
3
#14
02P
2
2
1 2
2 1
2
2
2
04P
2
1 2
2
2
4
4
06P
SEE SHEET 12
0
..
02 & 06 04 & 08 01 & 05 02 & sty
2
2
08P
2
2
2
2
2
02 PPB
1
1
1 1
1
1
1
I I
04 PPB
1
1
1
1
1
2
2
—I
06 PPB
1
1
08 PPB
1
1
1
1
1
P.P.B. COMMON
1
1
1
1
1
2
2
SPARES
3
3
3
3
3
6
1 6
Q
TOTAL
10
19
21
25
25
44
44
SIGNAL COMMON
1
1
1
1
1
1
1
#10
LUMINAIRE
t ►
2
2
2
2
2
PAVEMENT WIDENING
TOTAL
1
3
3
3
3
3
1
G.FC.1 GROUND
1
#8
SIGNAL SERVICE
TOTAL
01
2
2
2
02*
6
6
6
6
6
6
6
04
1
3
3
DLC
05
2
2
2
2
2
2
2
06
4
4
4
08
5
5
5
5
5
TOTAL. *
8
13
13
19
22
2
CONDUIT SIZE
2"
3"
3x
S'
3'
?
2-3.5
E
E
E
E
E
E
E
E=EXISTING CONDUIT
NOTE: ABOVE CONDUCTORS ARE EXISTING UNLESS OTHERWISE
NOTED ON THE PLAN
* INCLUDES 2 NEW DLC TO BE PULLED PER THIS PLAN.
CONSTRUCTION NOTES
�1 INSTALL NEW POLE AND RELOCATE EXISTING POLE "H" HARDWARE AND INDICATIONS
TO EXISTING. 1-A FOUNDATION. REPULL AND RECONNECT SIGNAL CONDUCTORS.
REMOVE OLD FOUNDATION AND BACKFILL WITH CLASS II AGGREGATE BASE MATERIAL.
REPAIR OR REPLACE POLES,HARDWARE AND INDICATIONS AS NECESSARY.
�2 INSTALL SIGNAL INTERCONNECT CABLE IN EXISTING CONDUIT BETWEEN CONTROLLER
AT FONTANA SQUARE MAIN DRIVEWAY AS SHOWN ON SHEET 15 OF DRAWING NUMBER
2108 A.
�3 INSTALL MAST ARM MOUNTED R-73-3 TRAFFIC SIGN.
�4 INSTALL MAST ARM MOUNTED PHASE 2 INDICATION AN PULL NEW CONDUCTORS PER
CALTRANS STANDARDS AND AS DIRECTED BY THE ENGINEER.
1-500-422-4133
IT'S THE LAW I CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIGI TO EXCAVATING
O
CA
uNooRatoUIC SERVICE ALERT
OF SOMEM CAUFoR+u
BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTIUIES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
DIST COUNTY ROUTE POST nr1IDES SHEET TOTAL
TOTAL PROJECT NO. SHEETS
08 SBd 66 R1 5.61 /R1586 16 20
06P -C-
Li
� .0s
04 01
0 4Pt
06P
( 416U I
4
Q �5 QR
REGISTERED CIVIL ENGINEER
- 06 1
>�2_-� I
1 01
I 05
t
I
II
I
>
o
7-19-94
02P �
� st2f
�sP ��
t
o---
Q
N
PLAN APPROVAL DATE
08 02P
I�
01 &Sts
SEE SHEET 12
0
..
02 & 06 04 & 08 01 & 05 02 & sty
'
OF 20 FOR
416L
I
I
SIGNING & STRIPING
STEADY DEMAND SEQUENCE
I I
I
I
II
—I
I
�
TRAFFIC PHASE DIAGRAM
I
I
-J
U
Q
SEE SHEET 12 FOR
t ►
7
1 1 II 1
I
I,
PAVEMENT WIDENING
FOOTHILL BOULEVARD ' ���--���-��-���-�����-' � � I�r`� C4�i�-�t'� �,� _FXIqTINr,rntiTRniiFR
0
I f 4491 I I I
L EXISTING C&G
d
EXISTING 1.5 C., 1 SIC PER I I I AND SIDEWALK
SHEET 15, DWG. 2108A AND I I I I YL _ 1 \ , ` n
EXISTING R W I ISI II I I `\ Ls� EXISTING R W
CALTRANS PROJ. 8-343904 /
CL
—� --- --- -- v /� ^1
PPB j� j { - ��8 1 ��-- I Di EXISTING 1.5", C., DLC
EXISTING C&G �, r �,� 06
&SIDEWALK 06P #6 i �� OP { (
r I. II I
-- -------_ - _-- _--_ ---- _--- _-- _--_ - _-- _------L-- _i�l�b J� ( , ,, EXISTING 1.5 C., SIC ,
- ---�---r ' , I I ,� I
GI' , G ( I
I I i I I G J , 11— J I I
L
I I.��6
I I I I I xp�0 I Lr J ' L J I
I I , L _� I
moi- I i i I I 11� Qx
- - - - - - �- -01
�� - - L_I I I �5
I I I 3 I o .,
N
I
I0 r--
RL I RS I I 02 I -+ ' n
r j125 TO L4�
XWALK UNE N I I 1 1 I ^ I I n n
V 02 I EXISTING RUNS L2� THRU L7� AND CONDUCTORS,
01 1 I , I PULL 2 NEW PHASE 2 DETECTOR LOOP CABLES.
Ln
_0 -
--�I 0213;'� 1 I I AB I 02I ; I - -- - -- --
H.I- - -- -- --
� I
�` E
- - - - 0�- �P B 04 G j � �� ` / 1
- CB #6 ��,\ y I I I �4 ��
1.5 c., 5 DLC -------,r `q�'{{��j�--r----------(----------LJ /�,<� �_a
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GENERAL NOTES
�Nk
W J LIJ �- �
„ R26(S) �� II ��� � '� ,�Z A EXISTING R/W 1. Traffic Signal and Lighting Installation shall conform to the State of California
1.5 C., 4 DLC 1 �c _Z- -- I - -T- --- ----- L3�
L I Standards and specifications, Section 86 and Standard Plans, dated 1992.
EXISTING R/W EXISTING 2" C., 4 DLC, �.l #6 ��� _ _ _ / �� Fs c
PROPOSED C&G AND SIDEWALK PULL 2 NEW DLC. I GJ / �� 2,11 11 L i I I I F� EXISTING C&G 2. Locations of all Underground Utilities are approximate. The contractor shall
* L.I I AND SIDEWALK determine the exact locations and verify all conditions at the job site. Hand
BY OTHERS CASE "E" WHEEL CHAIR II I ' I di until until clear of Utilities. Phone Underground Service Alert at 800
,� if I f I 1 1 I, g _�- g /
RAMP BY OTHERS II I I I 422-4133, two working days before digging.
3. All work, material and equipment shown on this plan shall conform to the
R28(L) tl I II II I 1 I P res of the State of California Dep
VO TE . BY OTHERS artment of Transportation
NEW C&G AND SIDEWALK (I I I II 1 I I II
� f I I I I II I l I I I Standards and Specifications dated 1992.
I 'k � I I I I I I 1' I H
f I
I II II I I I I I 4. The contractor shall install sufficient sensor units into the existing controller
I I I I I I I II
FOOTHILL 13L. STRIPING PER �I I I It cabinet to accomplish the signal modification shown on the plan.
— tf I 111 I I I � l I I I�DWG. N0. 2108 ASHEET 11 END EXISTING CURB & GUTTER II 15 1 1 I I 5. The States representative shall be notified 48 hours prior to performing any
I
I I
work that may cause damage to the existing signal system so that immediate
Justments or airs can be made to maintain the stem in P
I I I I I I I I I I I
adjustments re s operation.
P Y
it I I I II I I I �t 6. At the completion of work, it shall be the permit applicant's responsibility to
r Z (I I I I I I I I I I II provide one (1) reproducible and five (5) blue line sets of "As -Built" plans.
I I Imo_ 2 1 I I I I
- 7. All vehicle indications shall be 12" with glass lenses. All conduit shall be
----------------------- X I I� I I II I I I I li
�------- - --
------- R28(R�- ----------------
aO
-I _I
-----------------------------------
I I
a -
w fa(�ii ( ii
R26(S) I i
IDENTICAL POINT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
the rigid steel type. _
8. All pull boxes shall be # 5F except as noted on the plans. All conduit `_shall be
2" except as noted €on the plan.
9. The exact location of all relocated and new Traffic Signal equipment shall be
per plan or as directed by the Engineer.
0
10. All loops shall be 6 foot by 6 foot and centered in the lane of travel. Extend 0
limit line loops two (2) beyond crosswak or limit line. UJ
PLOT DATE: 9-1-94
JSS/ Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
E - SwFy� TRAFFIC SIGNAL MODIFICATION PLAN
� V � DRAWN BY: HTC BOULEVARD SCALE: _ ,
No.26690 I FOOTHILL D LEVARD 1 - 20
* EXP. 3 /31196 DESIGNED BY. AT DATE:
H TC PALMETTO AVENUE 11-20-92
ENG 11 ta.,ADate : -Z j-�q
T9jF CA1.���\ CHECKED BY: APPROVED BY: �� DRAWING NO.: 16
OF
` s DATE:
C. SWEET, JR. R.C.E. 26690 M�i . CITY ENGINEER R.C.E. 251262108—A 23